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PLANS
SHEET NUMBER:REVISION:Copyright © 2018 ATC IP LLC, All Rights Reserved.21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323G-001SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS: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 ENGINEERWILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANYPRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THELATEST VERSION ON FILE WITH AMERICAN TOWER.DRAWN BY:APPROVED BY:DATE DRAWN:RD03/13/18ATC JOB NO:MCCLEANSCUSTOMER ID:12462336SRF169274CUSTOMER #:0FOR CONSTRUCTIONRD03/13/180COVER SHEETLOCATION MAPVICINITY MAPSITE LOCATIONKnow what's below. Call before you dig.RCOMPLIANCE CODEPROJECT SUMMARYPROJECT DESCRIPTIONPROJECT TEAMUTILITY COMPANIESSHEET INDEXSHEETNO:DESCRIPTION:REV:DATE:BY:G-001COVER SHEET003/13/18RDG-002GENERAL NOTES003/13/18RDC-101DETAILED SITE PLAN AND TOWER ELEVATION003/13/18RDC-501RF SCHEDULE AND ANTENNA INSTALLATION003/13/18RDC-502CONSTRUCTION DETAILS003/13/18RDNC - 2 1 0ALL 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 ORDINANCESVERIZON WIRELESS ANTENNA AMENDMENT DRAWINGS1.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.PROJECT NOTESPROJECT LOCATION DIRECTIONSTHE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASEDAND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW:REMOVE (9) PANELS, (6) COMBINERS AND (6) 1-5/8" COAX CABLESINSTALL (6) NEW PANELS, (12) RRUs, (6) 1-5/8" HYBRID CABLES, (3)OVPs, AND (3) STIFF-ARM KITSEXISTING (3) PANELS AND (6) 1-5/8" COAX CABLES TO REMAINFROM LILLINGTON, NC: TAKE HWY 210 SOUTH TOWARDS FAYETTEVILLE APPROX 4MILES, TOWER WILL BE ON LEFT.AMERICAN TOWER10 PRESIDENTIAL WAYWOBURN, MA 01801TOWER OWNER:PROPERTY OWNER:ATC TOWER SERVICES, LLC3500 REGENCY PKWY STE 100CARY, NC 27518ENGINEER:LATTA FAMILY PARTNERSHIP55 TEMPLE RDBUNNLEVEL, NC 28323POWER COMPANY: PROGRESS ENERGYPHONE: (800) 452-2777TELEPHONE COMPANY: EMBARQPHONE: (800) 786-6272APPLICANT:VERIZON WIRELESS99 EAST RIVER DRIVE, 9TH FLOOREAST HARTFORD, CT 06108ATC SITE NAME: HARMONY NCATC SITE NUMBER: 21271VERIZON SITE NUMBER: 169274SITE ADDRESS:5091 NC 210 SOUTHBUNNLEVEL, NC 28323GEOGRAPHIC COORDINATES:LATITUDE: 35.33409LONGITUDE: -78.85931GROUND ELEVATION: 247' AMSLSITE ADDRESS:5091 NC 210 SOUTHBUNNLEVEL, NC 28323COUNTY: HARNETT SHEET NUMBER:REVISION:Copyright © 2018 ATC IP LLC, All Rights Reserved.21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323G-002SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS: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 ENGINEERWILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANYPRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THELATEST VERSION ON FILE WITH AMERICAN TOWER.DRAWN BY:APPROVED BY:DATE DRAWN:RD03/13/18ATC JOB NO:MCCLEANSCUSTOMER ID:12462336SRF169274CUSTOMER #:0FOR CONSTRUCTIONRD03/13/180GENERAL NOTESGENERAL 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 VERIZON WIRELESS REP PRIOR TOREMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTENAPPROVAL BY THE VERIZON WIRELESS REP PRIOR TO PROCEEDING.11.EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON 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 VERIZONWIRELESS 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 VERIZON 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 VERIZON WIRELESS WITH A PDF MARKED UP AS-BUILT SET OFDRAWINGS UPON COMPLETION OF WORK.19.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON 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 VERIZON WIRELESS REPTO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITSNOT OBTAINED BY VERIZON WIRELESS MUST BE OBTAINED, AND PAID FOR, BY THECONTRACTOR.21.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON WIRELESSSPECIFICATIONS AND REQUIREMENTS.22.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON WIRELESS FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION.23.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS ANDLOCATED ACCORDING TO VERIZON WIRELESS SPECIFICATIONS, AND AS SHOWN IN THESEPLANS.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 VERIZON 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 VERIZON WIRELESS REP. ANY WORK FOUND BY THEVERIZON WIRELESS REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BEREPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED.29.IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OFMATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/OR MANUFACTURER’SCATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED.STRUCTURAL STEEL NOTES:1.STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC “SPECIFICATIONFOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.”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 ANDMANUFACTURER’S RECOMMENDATIONS.5.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 OFFGALVANIZING ½” BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELDINSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRCGALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERSRECOMMENDATIONS. XXXXXXXXXXXXXXXXXXXXXXX X XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED VERIZON WIRELESSRAD CENTER @ 245' A.G.L.SHEET NUMBER:REVISION:Copyright © 2018 ATC IP LLC, All Rights Reserved.21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323C-101SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS: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 ENGINEERWILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANYPRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THELATEST VERSION ON FILE WITH AMERICAN TOWER.DRAWN BY:APPROVED BY:DATE DRAWN:RD03/13/18ATC JOB NO:MCCLEANSCUSTOMER ID:12462336SRF169274CUSTOMER #:0FOR CONSTRUCTIONRD03/13/180DETAILED SITE PLANAND TOWER ELEVATION010'20'SCALE: 1"=10' (11X17) 1"=5' (22X34)2TOWER ELEVATIONSCALE: NOT TO SCALE1DETAILED SITE PLANTOWER NOTE:1.IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONFIRM WITH THE AMERICAN TOWERCONSTRUCTION MANAGER THAT THEY HAVE THEMOST RECENT VERSION OF THE STRUCTURALANALYSIS BEFORE COMMENCING WORK.EXISTING AND PROPOSED TOWERAPPURTENANCES, MOUNTS, AND ANTENNAS ARESHOWN BASED ON THE STRUCTURAL ANALYSIS.2.ROUTE PROPOSED CABLES ALONG SAME PATHAS EXISTING CABLES AND IN ACCORDANCE WITHSTRUCTURAL ANALYSIS. WHERE POSSIBLEUTILIZE EXISTING CABLE SUPPORT STRUCTURESAS PROVIDED FOR CARRIER TO ADEQUATELYSECURE CABLES, USING EITHERAPPROPRIATELY SIZED STAINLESS STEELSNAP-INS OR MOUNTING HARDWARE ANDBRACKETS AS SPECIFIED BY CABLEMANUFACTURER. OTHERWISE, ATTACH CABLESTO HORIZONTAL OR DIAGONAL TOWER MEMBERSUSING PROPOSED STAINLESS STEEL ADAPTERS(DO NOT ATTACH TO TOWER LEG).3.ESTIMATED LENGTH OF PROPOSED CABLE IS298'. ESTIMATED LENGTH OF CABLE ISCALCULATED BY ADDING THE RAD CENTER ANDTHE DISTANCE FROM THE SHELTER ENTRYPLATE TO THE TOWER (ALONG THE ICE BRIDGE)AND A SAFETY FACTOR MEASUREMENT OF 15%(OF THE TWO PREVIOUS VALUES).4.ATC DID NOT CONFIRM EXISTING SITECONDITIONS INCLUDING, BUT NOT LIMITED TO,ANTENNA HEIGHTS, ANTENNA AZIMUTHS ANDMOUNT CONFIGURATIONS.SITE 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, CABLE SUPPORTS, AND CABLES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATIONOF ALL PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE INSTALLING NEW CABLE SUPPORT STRUCTURES, COAX PORTS, ORANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS.3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ATC CONSTRUCTION MANAGER AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OFCONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BEPERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT.2C-501PROPOSED VERIZONWIRELESS EQUIPMENT1C-501PROPOSED VERIZON WIRELESS(6) 1-5/8" HYBRID CABLES(ROUTED PER TOWER NOTE 2)(REFER TO TOWER NOTE 3)AND (6) 1-5/8" COAX TO BE REMOVED PROPOSED FIBER DISTRIBUTION / OVP BOXPROPOSED CABLING SUMMARYLOCATIONPOSBANDMODEL NUMBERSTATUSCOAXHYBRIDSTATUSTOWER--(3) RCMDC-6627-PF-48ADD------(6) 1-5/8"ADDPROPOSED ANTENNA AND RF EQUIPMENT SCHEDULELOCATIONANTENNA SUMMARYNON ANTENNA SUMMARYSECTORRADAZPOSBANDMODEL NUMBERSTATUSPOSMODEL NUMBERSTATUSD1245'25°1700/850/2100 LTENHH-65C-R2BADD1RADIO 4449 - B13 & B58843 REV 2ADD22--3---3--4700/850/2100 LTENHH-65C-R2BADD4RADIO 4449 - B13 & B58843 REV 2ADDD2245'145°1700/850/2100 LTENHH-65C-R2BADD1RADIO 4449 - B13 & B58843 REV 2ADD22--3---3--4700/850/2100 LTENHH-65C-R2BADD4RADIO 4449 - B13 & B58843 REV 2ADDD3245'265°1700/850/2100 LTENHH-65C-R2BADD1RADIO 4449 - B13 & B58843 REV 2ADD22--3---3--4700/850/2100 LTENHH-65C-R2BADD4RADIO 4449 - B13 & B58843 REV 2ADDCURRENT ANTENNA AND RF EQUIPMENT SCHEDULELOCATIONANTENNA SUMMARYNON ANTENNA SUMMARYSECTORRADAZPOSBANDMODEL NUMBERSTATUSPOSMODEL NUMBERSTATUSRMVRMVRMVRMVRMVRMVRMVRMVRMVRMVRMVRMVRMVRMVRMVCURRENT FIBER DISTRIBUTION / OVP BOXCURRENT CABLING SUMMARYLOCATIONPOSBANDMODEL NUMBERSTATUSCOAXHYBRIDSTATUSRMVSHEET NUMBER:REVISION:Copyright © 2018 ATC IP LLC, All Rights Reserved.21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323C-501SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS: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 ENGINEERWILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANYPRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THELATEST VERSION ON FILE WITH AMERICAN TOWER.DRAWN BY:APPROVED BY:DATE DRAWN:RD03/13/18ATC JOB NO:MCCLEANSCUSTOMER ID:12462336SRF169274CUSTOMER #:0FOR CONSTRUCTIONRD03/13/180RF SCHEDULE ANDANTENNA INSTALLATION1CURRENT ANTENNA PLAN2PROPOSED ANTENNA PLAN3ANTENNA AND RF EQUIPMENT SCHEDULESNOTESRMV: TO BE REMOVEDRMN: TO REMAINREL: TO BE RELOCATEDDSC: TO BE DISCONNECTEDAND TO REMAINSTATUS ABBREVIATIONSPROPOSED OVP BOX(REFER TO CHART FORDETAILED INFORMATION)2C-5021.BASED ON APPROVED ATCAPPLICATION ,DATED . CONFIRM WITHVERIZON WIRELESS REP FORAPPLICABLE UPDATES/REVISIONSAND MOST RECENT RFDS.2.ATC HAS NOT YET VERIFIED ANYEXISTING ANTENNACONFIGURATION OR MOUNTCONFIGURATION. CONTRACTORTO VERIFY MOUNTCONFIGURATION HAS SUFFICIENTSPACE FOR PROPOSED LESSEEEQUIPMENT (I.E. CLEARANCES,MOUNT PIPE OR SUFFICIENTLENGTH, ETC.) ATC DID NOTANALYZE ANTENNA MOUNT TODETERMINE ADEQUATESTRUCTURAL CAPACITY FOR ANYLESSEE LOADING.3.ALL PROPOSED EQUIPMENTINCLUDING ANTENNAS, COAX,ETC. SHALL BE MOUNTED INACCORDANCE WITH THE TOWERSTRUCTURAL ANALYSIS ON FILEWITH THE ATC CM.4.CONFIRM SPACING OF PROPOSEDEQUIPMENT DOES NOT CAUSETOWER CONFLICTS NOR IMPEDETOWER CLIMBING PEGS.5.POSITIONS START WITH FIRSTPIPE ON THE LEFT SIDE (ASVIEWED FROM BEHIND THEMOUNT).6.CABLE LENGTHS SHOWNESTIMATE MAXIMUM TYPICAL RUNAND INCORPORATE A 15%SAFETY FACTOR.OAA72456502/06/18FROM FIBER DISTRIBUTION / OVP BOX TO RRU: 10' JUMPERSFROM RRU TO ANTENNA: 10' JUMPERSCABLE LENGTHS FOR FOR FIBER AND DC JUMPERSAZ. = D1 25° AZ. = D1 25°AZ.=D2145°AZ.=D2145°AZ.=D3265°AZ.=D3265°PROPOSED ANTENNA (TYP.)(REFER TO CHART FORDETAILED INFORMATION)1C-502PROPOSED RRUs (TYP.)STACKED ON MOUNTING PIPE(REFER TO CHART FORDETAILED INFORMATION)3C-502PROPOSED SITE PRO 1STK-U STIFF ARM KIT (TYP. 3)1C-502 SHEET NUMBER:REVISION:Copyright © 2018 ATC IP LLC, All Rights Reserved.21271HARMONY NC5091 NC 210 SOUTHBUNNLEVEL, NC 28323C-502SEAL:DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS: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 ENGINEERWILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THISPROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONSAND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANYPRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THELATEST VERSION ON FILE WITH AMERICAN TOWER.DRAWN BY:APPROVED BY:DATE DRAWN:RD03/13/18ATC JOB NO:MCCLEANSCUSTOMER ID:12462336SRF169274CUSTOMER #:0FOR CONSTRUCTIONRD03/13/180CONSTRUCTIONDETAILSNOTES:1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDINGREQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ONEXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELDADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGEROF ANY CONFLICTS.2.SITE GROUNDING SHALL COMPLY WITH VERIZON WIRELESS GROUNDINGSTANDARDS, LATEST EDITION, AND COMPLY WITH VERIZON WIRELESSGROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCALGROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.4TYPICAL ANTENNA GROUNDING DIAGRAMSCALE: NOT TO SCALEPROPOSED #6 AWGSTRANDED CUWIRE WITH GREEN, 600V,THWN INSULATION TO PROPOSED RRUGROUND LUG (TYP.)PROPOSED #6 AWGSTRANDED CUWIRE WITH GREEN, 600V,THWN INSULATION TO PROPOSED OVP BOXPROPOSED CONNECTOR ANDWEATHERPROOFING KITPROPOSED ANTENNAPROPOSED JUMPERGROUND BAR MOUNTEDNEAR/BELOW ANTENNA(TO BE INSTALLED IF REQUIRED)#6 AWG STRANDED CUWIRE WITH GREEN, 600V,THWN INSULATIONANTENNA CABLE TOSHELTER (TYP.)PROPOSED CABLEGROUND KIT3PROPOSED RRU MOUNTING DETAIL - TYPICALSCALE: NOT TO SCALETO BE REPLACED WITH PROPOSED 2-3/8" O.D. X 96" LONGIF REQUIRED TO ACCOMMODATE PROPOSED MOUNTING BRACKETPROPOSED ANTENNA1PROPOSED ANTENNA MOUNTING DETAIL - TYPICALSCALE: NOT TO SCALE2PROPOSED OVP MOUNTINGSCALE: NOT TO SCALEPROPOSED MOUNTING PIPE ATTACHED TOBOTH HORIZONTAL MEMBERSON EXISTING STAND-OFF SUPPORTFOR 3-SIDE SECTOR FRAME ARRAYPROPOSED OVP(MOUNT PER MANUFACTURER'S SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICTWITH EXISTING OR PROPOSED EQUIPMENT)PROPOSED RRU MOUNT LOCATION (OPTION 2)(MOUNT PER MANUFACTURER'S SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICTWITH EXISTING OR PROPOSED EQUIPMENT)PROPOSED RRU MOUNT LOCATION (OPTION 1)(MOUNT PER MANUFACTURER'S SPECS)(ENSURE THAT BRACKET DOES NOT CONFLICTWITH EXISTING OR PROPOSED EQUIPMENT)PROPOSED STIFF-ARM (TYP. 3)