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HomeMy WebLinkAboutFt. Pierce, FL - Repair Drawings<<w=175; h=175; n=BLANK - SIG; a=11>>SITE NAME:SITE NUMBER:ATC PROJECT NUMBER:SITE ADDRESS:FORT PIERCE -OMNIAMERICA75123OAA753661_C6_0614101 W ANGLE RDFORT PIERCE, FL 34945Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-001ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053COVER0FIRST ISSUEBJK01/30/200COMPLIANCE CODEALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED INACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES ASADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESEPLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESECODES.1. ANSI/TIA/EIA: STRUCTURAL STANDARDS (222-G EDITION)2. INTERNATIONAL BUILDING CODE (2015 IBC) [FOR SPECIAL INSPECTIONREQUIREMENTS ONLY]3. 6TH EDITION FLORIDA BUILDING CODE (2017)PROJECT LOCATIONGEOGRAPHIC COORDINATESLATITUDE:27.46630278LONGITUDE:-80.46502222SHEETSHEET TITLEREV.G-002IBC GENERAL NOTES0G-003SPECIAL INSPECTION CHECKLIST0G-004REBAR LIST0C-101DETAILED SITE PLAN0S-201MODIFICATION PROFILE0S-501FOUNDATION INSTALLATION DETAILS0S-502FOUNDATION INSTALLATION DETAILS (CONT'D)0S-601GUY WIRE TENSION CHART0S-602GUY WIRE RETENSIONING AND STANDARD SAFETY WIRE DETAILS0Z-501GUY ANCHOR FENCE & GROUNDING DETAILS0PROJECT DESCRIPTIONTHE MODIFICATIONS PRESENTED ON THESE DRAWINGS ARE BASED ON THERECOMMENDATIONS OUTLINED IN THE STRUCTURAL ANALYSIS COMPLETEDUNDER ENGINEERING PROJECT NUMBER OAA753661_C3_02 DATED 01/13/20.SATISFACTORY COMPLETION OF THE WORK INDICATED ON THESE DRAWINGSWILL RESULT IN THE STRUCTURE MEETING THE REQUIREMENTS OF THESPECIFICATIONS UNDER WHICH THE STRUCTURAL WAS COMPLETED.PROJECT TEAMTOWER OWNERAMERICAN TOWER10 PRESIDENTAL WAYWOBURN, MA 01801ENGINEERED BYATC TOWER SERVICES3500 REGENCY PARKWAY, SUITE 100CARY, NC 27518CARRIER INFORMATIONCARRIER:HC2 HOLDINGS, INC.CARRIER SITE NAME:WEST PALM BEACH,FL 2CARRIER SITE NUMBER:1031097-182904-WDOX-LDVICINITY MAPLOCATION MAPSITE LOCATION 440 FT GUYED TOWER MODIFICATIONSWEST ANGLE RDCODY LN <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-002ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053IBC GENERAL NOTES0FIRST ISSUEBJK01/30/200MAXIMUM ALLOWABLE ANGLE CLIP1.5 X LMAX.L AREA OF ANGLETO BE CLIPPEDGENERAL1.ALL WORK TO BE COMPLETED PER APPLICABLE LOCAL, STATE, FEDERAL CODES ANDORDINANCES AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS FOR WIRELESSTOWER SITES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND ABIDING BYALL REQUIRED PERMITS.2.ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIEDCONTRACTORS EXPERIENCED IN TOWER AND FOUNDATION CONSTRUCTION.3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANYINSTALLATION INTERFERENCES. ALL NEW WORK SHALL ACCOMMODATE EXISTINGCONDITIONS. DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOWSIMILAR DETAILS FOR THIS JOB.4.ANY SUBSTITUTIONS SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES ANDSPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL SUBSTITUTIONSSHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVALPRIOR TO FABRICATION.5.ANY MANUFACTURED DESIGN ELEMENTS SHALL CONFORM TO THE REQUIREMENTS OFTHESE NOTES AND SPECIFICATIONS AND SHOULD BE SIMILAR TO THOSE SHOWN.THESE DESIGN ELEMENTS MUST BE STAMPED BY AN ENGINEER PROFESSIONALLYREGISTERED IN THE STATE OF THE PROJECT, AND SUBMITTED TO THE ENGINEER OFRECORD FOR APPROVAL PRIOR TO FABRICATION.6.ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND OSHA SAFETYREGULATIONS.7.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALLMISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY, PERANSI/TIA-322 AND ANSI/ASSE A10.48, TO PROVIDE A COMPLETE AND STABLESTRUCTURE AS SHOWN ON THESE DRAWINGS.8.CONTRACTOR'S PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESSTO, ANY EXISTING OPERATIONAL AND SAFETY EQUIPMENT.STRUCTURAL STEEL1.ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORMTO THE AISC SPECIFICATIONS, LATEST EDITION.2.ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZEDAFTER FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHORBOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695.3.ALL U-BOLTS SHALL BE ASTM A36 OR EQUIVALENT, WITH LOCKING DEVICE, UNLESSNOTED OTHERWISE.4.FIELD CUT EDGES, EXCEPT DRILLED HOLES, SHALL BE GROUND SMOOTH.5.ALL FIELD CUT SURFACES, FIELD DRILLED HOLES & GROUND SURFACES WHEREEXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIREDWITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PERASTM A780 AND MANUFACTURERS RECOMMENDATIONS.6.ALL STRUCTURAL STEEL EMBEDDED IN THE CONCRETE SHALL BE APPLIED WITH (2)BRUSHED COATS OF POLYGUARD CA-14 MASTIC OR EQUIVALENT. REFER TO THEMANUFACTURER SPECIFICATIONS FOR SURFACE PREPARATION AND APPLICATION.APPLICATION OF POLYGUARD 400 WRAP IS NOT ESSENTIAL.7.CONTRACTOR SHALL PERFORM WORK ON ONLY ONE (1) TOWER FACE ANDREPLACE/REINFORCE ONE (1) BOLT/MEMBER AT A TIME.8.ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BESTANDARD HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE.PAINT1.AS REQUIRED, CLEAN AND PAINT PROPOSED STEEL ACCORDING TO FAA ADVISORYCIRCULAR AC 70/7460-1L.WELDING1.ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCEWITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1.2.ALL WELDS SHALL BE INSPECTED VISUALLY. IF DIRECTED BY ENGINEER OF RECORD, 25% OF WELDSSHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE (100% IF REJECTABLE DEFECTSARE FOUND) TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY.3.INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR.4.ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER AND/OR BASE METAL, PER AWS D1.1,UNLESS NOTED OTHERWISE.5.IN CASES WHERE BASE METAL GRADE IS UNKNOWN, ALL WELDING ON LATTICE TOWERS SHALL BEDONE WITH E70XX ELECTRODES; ALL WELDING ON POLE STRUCTURES SHALL BE DONE WITH E80XXELECTRODES, UNLESS NOTED OTHERWISE.6.PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING 1/2"BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALLGROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780AND MANUFACTURERS RECOMMENDATIONS.BOLT TIGHTENING PROCEDURE1.STRUCTURAL CONNECTIONS TO BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSCSPECIFICATIONS.2.FLANGE BOLTS SHALL BE INSTALLED AND TIGHTENED USING DIRECT TENSION INDICATING (DTI)SQUIRTER WASHERS. DTI SQUIRTER WASHERS ARE TO BE INSTALLED AND ORIENTED / TIGHTENED PERMANUFACTURER SPECIFICATIONS TO ACHIEVE DESIRED LEVEL OF BOLT PRE-TENSION.3.IN LIEU OF USING DTI SQUIRTER WASHERS, FLANGE BOLTS MAY BE TIGHTENED USING AISC / RCSC"TURN-OF-THE-NUT" METHOD, PENDING APPROVAL BY THE ENGINEER OF RECORD (EOR). TIGHTENFLANGE BOLTS USING THE CHART BELOW:BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERS1/2"BOLTS UP TO AND INCLUDING 2.0 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHT5/8"BOLTS UP TO AND INCLUDING 2.5 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHT3/4"BOLTS UP TO AND INCLUDING 3.0 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHT7/8"BOLTS UP TO AND INCLUDING 3.5 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHT1"BOLTS UP TO AND INCLUDING 4.0 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHT1-1/8"BOLTS UP TO AND INCLUDING 4.5 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHT1-1/4"BOLTS UP TO AND INCLUDING 5.0 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHT1-3/8"BOLTS UP TO AND INCLUDING 5.5 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHT1-1/2"BOLTS UP TO AND INCLUDING 6.0 INCH LENGTH+1/3 TURN BEYOND SNUG TIGHTBOLT LENGTHS OVER FOUR DIAMETERS BUT NOT EXCEEDING EIGHT DIAMETERS1/2"BOLTS 2.25 TO 4.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT5/8"BOLTS 2.75 TO 5.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT3/4"BOLTS 3.25 TO 6.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT7/8"BOLTS 3.75 TO 7.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT1"BOLTS 4.25 TO 8.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT1-1/8"BOLTS 4.75 TO 9.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT1-1/4"BOLTS 5.25 TO 10.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT1-3/8"BOLTS 5.75 TO 11.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT1-1/2"BOLTS 6.25 TO 12.0 INCH LENGTH+1/2 TURN BEYOND SNUG TIGHT4.SPLICE BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED AS PER SECTION8.2.1 OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS", LOCATED INTHE AISC MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION PROCEDURE IS PARAPHRASED ASFOLLOWS:FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES AND TIGHTENED BY ONE OF THEMETHODS DESCRIBED IN SUBSECTION 8.2.1 THROUGH 8.2.4.8.2.1 TURN-OF-NUT PRETENSIONINGBOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUGTIGHT CONDITION AS DEFINED IN SECTION 8.1, UNTIL ALL THE BOLTS ARE SIMULTANEOUSLYSNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATIONALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OFROTATION SPECIFIED ABOVE. DURING THE TIGHTENING OPERATION THERE SHALL BE NOROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESSSYSTEMATICALLY.5.ALL OTHER BOLTED CONNECTIONS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION AS DEFINED INSECTION 8.1 OF THE SPECIFICATION.ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUEDAMAGE TO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH WASHERS POSITIONEDAS REQUIRED AND NUTS THREADED TO COMPLETE THE ASSEMBLY. COMPACTING THE JOINT TOTHE SNUG-TIGHT CONDITION SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PARTOF THE JOINT. THE SNUG-TIGHTENED CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH AFEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING ANORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT.APPLICABLE CODES AND STANDARDS1.ANSI/TIA: STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS ANDANTENNA SUPPORTING STRUCTURES, 222-G EDITION.2.2015 INTERNATIONAL BUILDING CODE (FOR SPECIAL INSPECTIONREQUIREMENTS ONLY).3.6TH EDITION FLORIDA BUILDING CODE (2017)4.ACI 318: AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE. REFERENCE LATEST APPROPRIATE EDITION TOMATCH LOCAL AND/OR INTERNATIONAL BUILDING CODE(S) LISTED ABOVE.5.CRSI: CONCRETE REINFORCING STEEL INSTITUTE, MANUAL OF STANDARDPRACTICE, LATEST EDITION.6.AISC: AMERICAN INSTITUTE OF STEEL CONSTRUCTION, MANUAL OF STEELCONSTRUCTION, LATEST EDITION.7.AWS: AMERICAN WELDING SOCIETY D1.1, STRUCTURAL WELDING CODE,LATEST EDITION.SPECIAL INSPECTION1.A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER,SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH IBC 2015,SECTION 1704 AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWINGCONSTRUCTION WORK:a)STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELD ONLY)b)HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 EXTENSIONFLANGE BOLTS TO BE TIGHTENED PER "TURN-OF-THE-NUT" METHOD)2.THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TOTHE BUILDING DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER INACCORDANCE WITH IBC 2015, SECTION 1704, UNLESS THE FABRICATOR ISAPPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT THESPECIAL INSPECTIONS. <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-003ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053SPECIAL INSPECTIONCHECKLIST0FIRST ISSUEBJK01/30/200MODIFICATION INSPECTION NOTESTHE SPECIAL INSPECTION (SI) PROCEDURE IS INTENDED TO CONFIRM THAT CONSTRUCTION AND INSTALLATIONMEETS ENGINEERING DESIGN, ATC PROCEDURES AND ATC STANDARD SPECIFICATIONS FOR WIRELESS TOWERSITES.TO ENSURE THAT THE REQUIREMENTS OF THE SI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR AND THEINSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED FROM AMERICAN TOWERCORPORATION (ATC). IT IS EXPECTED THAT EACH PARTY WILL PROACTIVELY REACH OUT TO THE OTHER PARTY. IFCONTACT INFORMATION IS NOT KNOWN, CONTACT YOUR AMERICAN TOWER POINT OF CONTACT.SPECIAL INSPECTORTHE SPECIAL INSPECTOR IS REQUIRED TO CONTACT THE GENERAL CONTRACTOR AS SOON AS RECEIVING A POFROM ATC. UPON RECEIVING A PO FROM ATC THE SPECIAL INSPECTOR AT A MINIMUM MUST:·REVIEW THE REQUIREMENTS OF THE SI CHECKLIST.·WORK WITH THE GENERAL CONTRACTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING FOUNDATION INSPECTIONS.·ANY CONCERNS WITH THE SCOPE OF WORK OR PROJECT COMMITMENT MUST BE RELAYED TO THE ATC POINTOF CONTACT IMMEDIATELY.THE SPECIAL INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR INSPECTION AND TESTREPORTS, REVIEWING THESE DOCUMENTS FOR ADHERENCE TO CONTRACT DOCUMENTS, CONDUCTING THE IN-FIELDINSPECTIONS, AND SUBMITTING THE SI REPORT TO AMERICAN TOWER CORPORATION.GENERAL CONTRACTORTHE GENERAL CONTRACTOR IS REQUIRED TO CONTACT THE SI INSPECTOR AS SOON AS RECEIVING A PO FOR THEMODIFICATION INSTALLATION OR TURNKEY PROJECT TO, AT A MINIMUM:·REVIEW THE REQUIREMENTS OF THE SI CHECKLIST.·WORK WITH THE SI TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, INCLUDING FOUNDATIONINSPECTIONS.·BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS.THE GENERAL CONTRACTOR SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS INACCORDANCE WITH THE REQUIREMENTS OF THE SI CHECKLIST.SPECIAL INSPECTION CHECKLISTINSPECTION DOCUMENTDESCRIPTIONINSPECTION TESTINGREQUIREDRESPONSIBILITYSI REVIEW REQUIREDINSPECTION FREQUENCYPRE CXDURING CXPOST CXPERIODICCONTINUOUSSPECIAL INSPECTION FIELD WORK & REPORTDOCUMENTATION AND SITE VISIT CONDUCTED BY AN ATC APPROVED SPECIAL INSPECTOR AS REQUIRED BY ATC AND OTHERAUTHORITIES HAVING JURISDICTION. INSPECTION PARAMETERS TO FOLLOW ATC'S STANDARD SPECIFICATION FOR WIRELESSTOWER SITES.SIENGINEERING ASSEMBLY DRAWINGSGC SHALL SUBMIT DRAWINGS TO SI FOR INCLUSION IN SI REPORTGCFABRICATED MATERIAL VERIFICATION & INSPECTIONMTR AND OR MILL CERTIFICATIONS FOR SUPPLIED MATERIALS GC SHALL SUPPLY SI WITH REPORTS TO BE INCLUDED IN SIREPORT WHEN REQUIRED BY ATCSICERTIFIED WELD INSPECTIONINSPECTION AND REPORT OF STRUCTURAL WELDING PERFORMED DURING PROJECT COMPLETED BY A CWI AND INCLUDEDWITHIN SI REPORTGC / TAFOUNDATION INSPECTION & VERIFICATIONVISUAL OBSERVATION AND APPROVAL OF FOUNDATION EXCAVATION, REBAR PLACEMENT, CASING/SHORING/FORMINGPLACEMENT, AND ANCHOR TEMPLATE AND ANCHOR PLACEMENT - TO BE SI APPROVED PRIOR TO CONCRETE POUR ANDDOCUMENTED IN THE SI REPORTSIANCHOR, ROCK ANCHOR OR HELICAL PULL-OUT TESTPULL TESTING OF INSTALLED ANCHORS TO BE COMPLETED AND DOCUMENTED IN SI REPORTGC / TACONCRETE INSPECTION & VERIFICATIONCONCRETE MIX DESIGN, SLUMP TEST, COMPRESSIVE TESTING, AND SAMPLE GATHERING TECHNIQUES ARE TO BE PROVIDEDFOR INCLUSION IN THE SI REPORT. SI SHALL VERIFY CONCRETE PLACEMENT AS REQUIRED BY THE DESIGN DOCUMENTS(INSPECTION FREQUENCY IS MARKED CONTINUOUS)GC / TADYWIDAG PLACEMENT/ANCHOR BOLT EMBEDMENT - EPOXY/GROUTINSTALLANCHOR/BAR EMBEDMENT, HOLE SIZE, EPOXY/GROUT TYPE, INSTALLATION TEMPERATURE AND INSTALLATION SHALL BEVERIFIED BY THE SI AND INCLUDED IN THE SI REPORTGC / SIBASE PLATE GROUT INSPECTION & VERIFICATIONBASE PLATE GROUTING TYPE AND PLACEMENT SHALL BE CONFIRMED BY THE SI AND INCLUDED IN THE SI REPORTGC / SIEARTHWORK INSPECTION & VERIFICATIONEXCAVATION, FILL, SLOPE, GRADE AND OTHER EARTHWORK REQUIREMENTS PER PLANS SHALL BE VERIFIED BY THE SI ANDINCLUDED IN THE SI REPORTGC / TACOMPACTION VERIFICATIONCONTRACTOR SHALL PROVIDE AN INDEPENDENT THIRD PARTY CERTIFIED INSPECTION WHICH PROVIDES TEST RESULTS FORCOMPACTION TEST OF SOILS IN PLACE TO ASTM STANDARDS.GC / TAGROUND TESTING & VERIFICATIONGC SHALL PROVIDE DOCUMENTATION SHOWING THAT THE GROUNDING SYSTEM SHALL HAVE A MEASURED RESISTANCE TOTHE GROUND OF NOT MORE THAN THE RECOMMENDED 10 OHMS. PER THE ATC CONSTRUCTION SPECIFICATION UNDERSECTION 2.15 THIS DOCUMENTATION MUST BE AN INDEPENDENT CERTIFICATION.GCSTEEL CONSTRUCTION INSPECTION & VERIFICATIONVISUAL OBSERVATION AND APPROVAL OF STEEL CONSTRUCTION TO BE PERFORMED BY THE SI. INSPECTION TO INCLUDEVERIFICATION OF NEW CONSTRUCTION OR MODIFICATION OF EXISTING CONSTRUCTION PER ENGINEERED PLANS. DETAILEDVERIFICATION SHALL BE INCLUDED IN SI REPORT.SION-SITE COLD GALVANIZING VERIFICATIONSI SHALL VERIFY WITH GC ALL COLD GALVANIZATION TYPE AND APPLICATION AND INCLUDE SUMMARY IN SI REPORTGCGUY WIRE TENSIONING & TOWER ALIGNMENT REPORTGC SHALL PROVIDE SI EVIDENCE OF PROPER GUY TENSIONING AND TOWER PLUMB PER PLANS. SI SHALL VERIFY ANDINCLUDE PLUMB AND TENSION REPORTING IN SI REPORT.GCGC AS-BUILT DRAWINGS WITH CONSTRUCTION RED-LINESGC SHALL SUBMIT "AS-BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS TO SI FORAPPROVAL/REVIEW AND INCLUSION IN SI REPORTGCSI AS-BUILT DRAWINGS WITH INSPECTION RED-LINES (AS REQUIRED)SI SHALL SUBMIT "AS-BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS WITHIN SI REPORTSITIA INSPECTIONSI SHALL COMPLETE TIA INSPECTION AND PROVIDE SEPARATE TIA INSPECTION DOCUMENTATION TO ATC CMSIPHOTOGRAPHSPHOTOGRAPHIC EVIDENCE OF SPECIAL INSPECTION, ON SITE REMEDIATION, AND ITEMS FAILING INSPECTION & REQUIRINGFOLLOW UP TO BE INCLUDED WITHIN THE SI REPORT. COMPLETE PHOTO LOG IS TO BE SUBMITTED WITHIN SI REPORT.GC / SINOTE: SPECIAL INSPECTIONS ARE INTENDED TO BE A COLLABORATIVE EFFORT BETWEEN GC AND SI. WHENEVER POSSIBLE GC IS TO PROVIDE SI WITH PHOTOGRAPHIC OR OTHER ACCEPTABLE EVIDENCE OF PROPER INSTALLATION IF PERIODIC INSPECTION FREQUENCY IS ACCEPTABLE. THE GC AND SI SHALLWORK TO COMPILE EVIDENCE OF PROPER CONSTRUCTION AND LIMIT THE NUMBER OF SI SITE VISITS REQUIRED.TABLE KEY:SI - ATC APPROVED SPECIAL INSPECTOR CX - CONSTRUCTIONGC - GENERAL CONTRACTOR CM - CONSTRUCTION MANAGERTA - 3RD PARTY TESTING AGENCY ATC - AMERICAN TOWER CORPORATION <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-004ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053REBAR LIST0FIRST ISSUEBJK01/30/200BARSIZEWEIGHT(lb/ft)STANDARD REBAR CHART30.3761 1/8"1'-0"40.6681 1/2"1'-6"51.0431 7/8"61.5022 1/4"72.0442 5/8"82.6703"93.4004 1/2"104.3035"115.3135 1/2"2'-0"2'-0"2'-4"2'-8"3'-0"3'-6"4'-0"BARDIAMETER(in.)0.3750.5000.6250.7500.8751.0001.1281.2701.410MINIMUMOVERLAPLENGTHSINSIDEBENDRADIUSDRILLEDHOLE DIA.1/2"5/8"3/4"7/8"1 1/8"1 1/4"1 3/8"1 1/2"1 5/8"AABADBCBCCAADBCBCA D INSIDE RADIUSINSIDE RADIUSINSIDE RADIUSINSIDE RADIUSGENERAL FOUNDATION AND CONSTRUCTION NOTES:1.CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS.2.MAXIMUM ALLOWED WATER/CEMENT RATIO = 0.453.REINFORCED CONCRETE CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ACI STANDARDS318.4.MINIMUM CONCRETE COVER OVER REBAR IS 3", OR AS NOTED.5.BACKFILL SHALL BE SELECTED MATERIAL, WELL COMPACTED IN LAYERS NOT EXCEEDING 12".6.BACKFILL SHALL BE PLACED SO AS TO PREVENT ACCUMULATION OF WATER AROUND THE FOUNDATION.7.REINFORCING MATERIAL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION A615.8.ALL REBAR TO BE GRADE 60 (UNLESS NOTED OTHERWISE).9.ALL REBAR (HORIZONTAL & VERTICAL) SHALL BE SECURELY WIRE TIED TO PREVENT DISPLACEMENT DURINGPOURING OF CONCRETE.10.GROUT ALL REBAR DOWELS INTO EXISTING FOUNDATION WITH HILTI HIT-RE 500 V3 EPOXY.11.EMBEDDED STRUCTURAL ANCHOR STEEL SUPPLIED BY AMERICAN TOWER.12.COLD CONSTRUCTION JOINTS TO BE THOROUGHLY CLEANED AND WETTED PRIOR TO SECOND POUR.FOUNDATION AND ANCHOR TOLERANCES:ALL TOWERS:1.CONCRETE DIMENSIONS: PLUS OR MINUS 1"2.DEPTH OF FOUNDATION: PLUS 3" OR MINUS 0"3.DRILLED FOUNDATIONS OUT OF PLUMB: 1.0 DEGREE4.REINFORCING STEEL PLACEMENT: PLUS OR MINUS 1/2" INCLUDING CONCRETE COVER5.PROJECTIONS OF EMBEDMENTS: PLUS OR MINUS 1/4"6.VERTICAL EMBEDMENTS OUT OF PLUMB: 1.0 DEGREE7.SEE CHART BELOW FOR THE MINIMUM OVERLAP LENGTHS OF REBARS IF REQUIRED.SELF-SUPPORT TOWERS:8.FACE SPREAD DIMENSION CENTER TO CENTER OF ANCHOR BOLT CIRCLES: PLUS OR MINUS 1/8" PER 5'-0" OFFACE SPREAD9.MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLT TO CENTERLINE OF FOUNDATION: 1/24TH OF PIERDIAMETER UP TO A MAXIMUM OF 2"10.MAXIMUM DIFFERENCE BETWEEN ANY TWO FOUNDATION ELEVATIONS: 2"11.ANCHOR BOLT SPACING: PLUS OR MINUS 1/8"12.ANCHOR BOLT CIRCLE ORIENTATION : PLUS OR MINUS 0.5 DEGREES13.ANCHOR BOLT CIRCLE DIAMETER: PLUS OR MINUS 1/8"GUYED TOWERS:14.GUY RADIUS: PLUS OR MINUS 3% OF TOWER HEIGHT15.ANCHOR ELEVATION: 3% OF TOWER HEIGHT ABOVE OR BELOW TOWER BASE. IF ELEVATIONS OF ANCHORSVARY BY MORE THAN 3%, ANCHOR RADIUS IS TO BE CHANGED TO KEEP THE ANCHOR LOCATED ON THE GUYFORCE RESULTANT. CALL AMERICAN TOWER FOR ASSISTANCE IF REQUIRED.16.ANCHOR ALIGNMENT: (PERPENDICULAR TO GUY RADIUS): PLUS OR MINUS 1 DEGREE.17.ANCHOR ROD SLOPE: PLUS OR MINUS 1 DEGREE18.ANCHOR ROD ALIGNMENT: TOWARDS TOWER CENTER POINT, PLUS OR MINUS 0.25 DEGREE19.GUY ANCHOR HEAD SIDES VERTICAL: PLUS OR MINUS 1 DEGREE. <<w=175; h=175; n=BLANK - SIG; a=11>> X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X XX0D2908-SM4X15STUD 0D2908-SM4X15STUD M6X200C8112A-S Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06C-101ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053DETAILED SITE PLAN0FIRST ISSUEBJK01/30/200 LEGEND GROUNDING TEST WELL AV, A/V AIR VENT ATS AUTOMATIC TRANSFER SWITCH B BOLLARD C CABINET CS COAX SHROUD CSC CELL SITE CABINET D DISCONNECT E ELECTRICAL F FIBER GEN GENERATOR G GENERATOR RECEPTACLE HH, V HAND HOLE, VAULT HFC HYDROGEN FUEL CELL HSM HYDROGEN STORAGE MATERIAL IB ICE BRIDGE K KENTROX BOX LC LIGHTING CONTROL LPG LIQUID PROPANE GAS M METER OHW OVERHEAD WIRE P POWER PB PULL BOX PP POWER POLE T TELCO TRN TRANSFORMER PROPERTY LINE ADJACENT PROPERTY LINE LEASE AREA EASEMENT WOOD FENCE WIRE FENCE METAL FENCE GUARD RAIL CHAINLINK FENCE ROAD (DIRT) ROAD (STONE) ROAD (PAVED)***oX010'20'SCALE: 1"=10' (11X17) 1"=5' (22X34) <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-201ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053MODIFICATION PROFILE0FIRST ISSUEBJK01/30/200HC2 HOLDINGS, INC.EL: 390.0' [PROPOSED]EL: 0.0'[BOTTOM OF STRUCTURE]FW: 3.5'TOWER ELEVATION VIEWEL: 440.0'[TOP OF STRUCTURE]NOTE:CONTACT AMERICAN TOWER FIELD OPERATIONS WHEN EXISTINGEQUIPMENT INTERFERES WITH INSTALLATION OF MODIFICATIONS. ONCEAPPROVED, EXISTING EQUIPMENT MAY BE TEMPORARILY MOVED DURINGINSTALLATION & REINSTALLED TO THE ORIGINAL HEIGHT & LOCATION BYCONTRACTOR POST COMPLETION OF MODIFICATIONS.R = 295.0'COAX DISTRIBUTIONPLUMB AND TENSION NOTES:1.PLUMB AND TENSION TOWER UPON THE COMPLETION OF ANY OTHER REQUIRED STRUCTURALMODIFICATIONS DETAILED IN THE MODIFICATION PACKAGE. REFER TO GUY WIRE TENSION CHARTFOR REQUIRED GUY WIRE TENSION VALUES.2.NOTIFY ATC ENGINEERING PRIOR TO RETENSIONING IF THE GUY ANCHOR DROP, RISE OR RADIUSEXCEEDS 15 FT AT ANY GUY ANCHOR LOCATION OR IF ANY GUY WIRE SIZE DIFFERS FROM THOSESTATED IN THESE DRAWINGS.3.RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITYIS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND THE GUY WIRES.4.PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES. THE HORIZONTAL DISTANCEBETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OF THEVERTICAL DISTANCE BETWEEN THE TWO ELEVATIONS (EXAMPLE, NOT TO EXCEED 0.6 INCHES FOR 20FEET VERTICAL DISTANCE).5.THE TWIST BETWEEN ANY TWO ELEVATIONS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THEMAXIMUM TWIST OVER THE STRUCTURE HEIGHT SHALL NOT EXCEED 5 DEGREES.6.SEE "GUY WIRE RETENSIONING AND STANDARD SAFETY WIRE DETAILS" SHEET FOR ACCEPTABLE GUYWIRE TERMINATION EXTENSION, IF REQUIRED.7.INSTALL / REINSTALL THE GUY ANCHOR SAFETY WIRE AS SHOWN ON THE "GUY WIRE RETENSIONINGAND STANDARD SAFETY WIRE DETAILS" SHEET.8.FOR GUY WIRE REPLACEMENT, PROVIDE TEMPORARY GUYING TO SECURE TOWER. CONTRACTOR TOONLY REPLACE (1) GUY WIRE AT A TIME.HC2 HOLDINGS, INC.PROPOSED(1) 1 5/8" COAXINSTALLED ON TOWERFACE WITH LEAST AMOUNTOF EXISTING COAXRETENSION EXISTING 1/2" EHS GUY WIREEL: 70.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 5/8" EHS GUY WIREEL: 140.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 1/2" EHS GUY WIREEL: 210.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 9/16" EHS GUY WIREEL: 280.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 3/4" BS GUY WIREEL: 350.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 3/4" BS GUY WIREEL: 420.0' / I.T. = 10% BREAKING STRENGTHEL: 20.0'SECTION 1EL: 40.0'SECTION 2EL: 60.0'SECTION 3EL: 80.0'SECTION 4EL: 100.0'SECTION 5EL: 120.0'SECTION 6EL: 140.0'SECTION 7EL: 160.0'SECTION 8EL: 180.0'SECTION 9EL: 200.0'SECTION 10EL: 220.0'SECTION 11EL: 240.0'SECTION 12EL: 260.0'SECTION 13EL: 280.0'SECTION 14EL: 300.0'SECTION 15EL: 320.0'SECTION 16EL: 340.0'SECTION 17EL: 360.0'SECTION 18EL: 380.0'SECTION 19EL: 400.0'SECTION 20EL: 420.0'SECTION 21SECTION 22INSTALL FOUNDATION PIER COLLARAT EACH GUY ANCHOR[12'-0" X 12'-0" X 3'-6"]FROM EL: -2.5' TO 1.0'. SEE SHEETSS-501 & S-502 FOR INSTALLATION DETAILS. <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-501ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053FOUNDATIONINSTALLATION DETAILS0FIRST ISSUEBJK01/30/200PLAN VIEWTYPICAL FOUNDATION INSTALLATION DETAIL295'-0" (TYP.)PLAN VIEW(NOT TO SCALE)120° (TYP.)PROPOSEDFOUNDATION PIER COLLAR(TYP.)TO CENTEROF TOWER12'-0"1'-0"(TYP. OF3 SIDES)(10) EQUAL SPACES @ 12" = 10'-0"(TYP. OF 3 SIDES)3" CLR(TYP.)1'-0"(TYP. OF3 SIDES)3" CLR(TYP.)12'-0"1'-0"(4) EQUAL SPACES @ 12" = 4'-0"3" CLR(TYP.)3" CLR(TYP.)6"1'-0"1'-0"(4) EQUAL SPACES @ 12" = 4'-0"6"9" MINEMBED.(TYP.)BBA A PROPOSEDFOUNDATION PIER COLLAR#6 X 11'-6"REBAR(TYP. TOP AND BTMSEE NOTE 2.)[24 TOTAL PER ANCHOR]#6 X 4'-6"DOWEL(TYP. TOP AND BTMSEE NOTE 3.)[26 TOTAL PER ANCHOR]#6 X 3'-10 1/2"REBAR(TYP. TOP AND BTM)[16 TOTAL PER ANCHOR]NOTES:1.SEE SHEET S-502 FOR SECTION DETAILS "A-A" AND "B-B".2.FIELD TRIM REBAR AS NECESSARY TO MAINTAIN 3" CLR FROM EXISTING GUY ANCHOR HEAD.3.FIELD TRIM DOWELS TO MAINTAIN 3" CLR FROM EDGE OF PROPOSED FOUNDATION PIER COLLAR.3.CONTRACTOR NOT TO BURY ANY OF EXISTING GUY PULL-OFFS ON ANCHOR HEAD.4.EXISTING ANCHOR FENCING TO BE REMOVED PRIOR TO PROPOSED FOUNDATION PIER COLLARINSTALLATION. INSTALL NEW ANCHOR FENCING ONCE INSTALLATION IS COMPLETE. SEE SHEETZ-501 FOR INSTALLATION DETAILS.5.CONCRETE FOUNDATION PIER COLLAR TO BE INSTALLED AROUND (3) EXISTING PIER FOUNDATIONS.TOTAL CONCRETE REQUIRED: 50“&8%,&<$5'66.FOR REBAR LIST/FOUNDATION NOTES SEE SHEET G-004.7.CONCRETE COVER OVER REBAR 3" MIN. (TYP.) U.N.O.8.CONCRETE COMPRESSIVE STRENGTH @ 28 DAYS = 4500 PSI.9.SEE SHEET G-004 FOR DOWEL DRILLED HOLE SIZES. DO NOT CUT REBAR IN EXISTING FOUNDATION.10.DRILLED HOLES SHALL BE FREE OF MOISTURE, DEBRIS AND LAITANCE.11.GROUT DOWELS INTO EXISTING FOUNDATION WITH HILTI HIT-RE 500 V3 EPOXY.12.REMOVE ALL LOOSE CONCRETE FROM EXISTING FOUNDATION PIER AND PAD PRIOR TO POURINGNEW CONCRETE.13.CRACKS & BROKEN CONCRETE TO BE CLEANED WITH BUSH HAMMER OR SANDBLASTING. AFTERCLEANING, ALL CRACKS TO BE ROUTED TO 3/8" - 1/2" WIDE & 1/4" DEEP WITH GRINDER. INJECT&5$&.6:,7+6,.$'85Š+,02'/9(32;<$)7(55287,1*3$7&+,67+(172%(*5287('FLUSH TO EXISTING FOUNDATION WITH HIGH STRENGTH NON-SHRINK GROUT.14.&2$7,17(5)$&(2)1(:$1'(;,67,1*&21&5(7($1'&2/'-2,176:,7+6,.$'85Š+,02'LPL BONDING AGENT OR APPROVED EQUIVALENT, PRIOR TO POURING NEW CONCRETE. ADDITIONAL6,.$'85Š+,02'/3/%21',1*$*(170$<%(5(48,5('72$&&2002'$7(),(/'CONDITIONS.15.PRIOR TO INSTALLATION, REMOVE ORGANICS AND DELETERIOUS MATERIAL. COMPACT AREAUNDER PROPOSED FOUNDATION PIER COLLAR IN ACCORDANCE WITH ATC CONSTRUCTION SPEC.SECTION 312000.16.CONCRETE, REBAR, AND FORM WORK SHALL BE IN ACCORDANCE WITH ATC CONSTRUCTION SPEC.SECTION 033000.17.FOUNDATION DESIGN BASED UPON GEOTECHNICAL REPORT BY: DELTA OAKS GROUP, DELTA OAKSGROUP PROJECT GEO20-05594-05, DATED JANUARY 7, 2020. <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-502ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053FOUNDATIONINSTALLATION DETAILS(CONT'D)0FIRST ISSUEBJK01/30/200GRADE9"3'-6"6" CLR2'-6"6" CLR GRADE3" CLR(TYP.)1'-0"(TYP.)(4) EQUAL SPACES @ 12" = 4'-0"(TYP.)6"(TYP.)1'-0"(TYP.)12'-0"1'-0"(TYP.)(4) EQUAL SPACES @ 12" = 4'-0"(TYP.)6"(TYP.)3" CLR(TYP.)SECTION "A-A"TYPICAL DETAILSECTION "B-B"TYPICAL DETAIL(EXISTING ANCHOR HEADNOT SHOWN FOR CLARITY)3'-6" 6" CLR2'-6"6" CLR 3" CLR(TYP.)1'-0"(TYP.)(10) EQUAL SPACES @ 12" = 10'-0"(TYP.)12'-0"1'-0"(TYP.)3" CLR(TYP.)PROPOSEDFOUNDATIONPIER COLLARPROPOSEDFOUNDATIONPIER COLLAR#6 X 4'-6"DOWEL(TYP.)[26 TOTAL PER ANCHOR]#6 X 3'-10 1/2"REBAR(TYP. TOP AND BTM)[16 TOTAL PER ANCHOR]#6 X 11'-6"REBAR(TYP. TOP AND BTMSEE NOTE 2.)[24 TOTAL PER ANCHOR]#6 X 4'-6"DOWEL(TYP.)[26 TOTAL PER ANCHOR]#6 X 3'-10 1/2"REBAR(TYP. TOP AND BTM)[16 TOTAL PER ANCHOR]#6 X 11'-6"REBAR(TYP. TOP AND BTMSEE NOTE 2.)[24 TOTAL PER ANCHOR]9" <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-601ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053GUY WIRE TENSION CHART0FIRST ISSUEBJK01/30/200NOTES:THE MAXIMUM DEVIATION FROM THE DESIGN INITIAL TENSIONS ARE:1.“)25*8<6',$0(7(52)7+(,1,7,$/7(16,21663(&,),('21THIS TEMPERATURE/TENSION CHART.2.“)25*8<6!',$0(7(52)7+(,1,7,$/7(16,21663(&,),('21THIS TEMPERATURE/TENSION CHART. <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-602ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053GUY WIRE RETENSIONINGAND STANDARD SAFETYWIRE DETAILS0FIRST ISSUEBJK01/30/200STANDARD GUY WIRE HARDWAREHARDWARE GUY WIREJAW & EYE TURNBUCKLEVan Beest Green Pin® G-6315OR Crosby® HG-227DEAD ENDGRIPPREFORMED®DEAD ENDSLEEVEPREFORMED®THIMBLEVan Beest® E-6120OR Crosby® G-414SHACKLEVan Beest Green Pin® G-5263OR Crosby® G-2130ASIZEU.T.S.W.L.SIZE3,1‘SIZESIZESIZESIZE3,1‘3/16" EHS4.0 K2.0 K5/8 X 121/2"3/16"3/16"3/8" HVY5/8"3/4"1/4" EHS6.7 K3.3 K5/8 X 121/2"1/4"1/4"3/8" HVY5/8"3/4"5/16" EHS11.2 K5.6 K5/8 X 121/2"5/16"5/16"3/8" HVY5/8"3/4"3/8" EHS15.4 K7.7 K3/4 X 185/8"3/8"3/8"1/2" HVY5/8"3/4"7/16" EHS20.8 K10.4 K3/4 X 185/8"7/16"7/16"1/2" HVY5/8"3/4"1/2" EHS26.9 K13.5 K7/8 X 183/4"1/2"1/2"5/8" HVY5/8"3/4"9/16" EHS35.0 K17.5 K1 1/4 X 241 1/8"9/16"9/16"3/4" HVY5/8"3/4"5/8" EHS42.4 K21.2 K1 1/4 X 241 1/8"5/8"5/8"3/4" HVY3/4"7/8"11/16" EHS50.0 K25.0 K1 1/4 X 241 1/8"11/16"11/16"7/8" HVY3/4"7/8"3/4" EHS58.3 K25.7 K1 1/4 X 241 1/8"3/4"3/4"1" HVY3/4"7/8"7/8" EHS79.7 K39.9 K1 1/2 X 241 3/8"7/8"7/8"1 1/8" HVY7/8"1"1" EHS104.5 K52.3 K1 1/2 X 241 3/8"1"1"1 1/8" HVY1"1 1/8"1/2" BS30.0 K15.0 K7/8 X 183/4"1/2"1/2"5/8" HVY5/8"3/4"9/16" BS38.0 K19.0 K7/8 X 183/4"9/16"9/16"5/8" HVY5/8"3/4"5/8" BS48.0 K24.0 K1 1/4 X 241 1/8"5/8"5/8"3/4" HVY5/8"3/4"11/16" BS58.0 K29.0 K1 1/4 X 241 1/8"11/16"11/16"7/8" HVY3/4"7/8"3/4" BS68.0 K34.0 K1 1/4 X 241 1/8"3/4"3/4"1" HVY3/4"7/8"13/16" BS80.0 K40.0 K1 1/2 X 241 3/8"13/16"13/16"1" HVY7/8"1"7/8" BS92.0 K46.0 K1 1/2 X 241 3/8"7/8"7/8"1 1/8" HVY7/8"1"15/16" BS108.0 K54.0 K1 3/4 X 241 5/8"15/16"15/16"1 1/8" HVY1"1 1/8"5 THREADS,MINIMUMDEAD END GRIPINSTALL SHACKLEINSTALL SHACKLEANCHOR HEAD PLATETHIMBLEGUY WIRE TAILDEAD END SLEEVE5 THREADS,MINIMUMALLOWED GUY WIRE TERMINATION MODIFICATION TO RETENSION GUY WIRESSEIZING WIRE INSTALLATIONTYPICAL DETAILGUY WIRE18 GAGESEIZING WIRESEE NOTES 2 & 3SEE NOTE 1GUY WIRE18 GAGESEIZING WIRETYPICAL SAFETY WIRE INSTALLATIONDETAIL W/O SHACKLESTYPICAL SAFETY WIRE INSTALLATIONDETAIL W/ SHACKLES3/8" EHSSAFETY WIRE(20 FT)(2) WIRE ROPE CLIPS, 3/8"THREAD SAFETY WIRE THROUGHALL THIMBLES, TURNBUCKLE BODYAND JAW ENDS THEN FASTEN LOOPWITH (2) 3/8" WIRE ROPE CLIPS.3/8" EHSSAFETY WIRE(20 FT)(2) WIRE ROPE CLIPS, 3/8"THREAD SAFETY WIRE THROUGHALL THIMBLES, TURNBUCKLE BODYAND JAW ENDS THEN FASTEN LOOPWITH (2) 3/8" WIRE ROPE CLIPS.SEIZING WIRE INSTALLATION:1.LAY ONE END OF THE SEIZING WIRE IN THE GROOVE BETWEEN TWO STRANDS IN THE GUYWIRE AND WRAP THE OTHER END TIGHTLY OVER THE PORTION IN THE GROOVE.2.CONTINUE TWISTING WITH PLIERS TO TAKE UP SLACK AND TIGHTEN. WRAP SEIZING WIREAROUND GUY WIRE FOR A WIDTH EQUAL TO THE GUY WIRE DIAMETER.3.WRAP SEIZING WIRE TIGHTLY AGAINST SERVING, WINDING TWISTED WIRE INTO KNOTBEFORE CUTTING OFF ENDS OF THE WIRE. POUND KNOT SNUGLY AGAINST THE GUY WIRE.INSTALL LONGERTURNBUCKLENOTES:1.TO OBTAIN CORRECT GUY WIRE TENSIONS, IT MAY BE NECESSARY TO REPLACETHE DEAD END GRIP (PREFORM) OF SOME GUY WIRES DUE TO EXISTINGOVER-CONTRACTED TURNBUCKLES.2.IF EXISTING TURNBUCKLE IS ALREADY FULLY EXTENDED, THE COMBINATION OFSHACKLES AND A LONGER TURNBUCKLE AS SHOWN MAY BE USED TO PROVIDEREQUIRED ADJUSTMENT. ALTERNATIVELY, IF THE EXISTING GUY WIRE TAIL ISLONG ENOUGH, THE DEAD END GRIP (PREFORM) MAY BE REINSTALLED TOINCREASE THE OVERALL LENGTH OF THE GUY WIRE.3.IF REMOVAL OF EXISTING DEAD END GRIP (PREFORM) IS REQUIRED, IT CANNOTBE REUSED.4.IF EXISTING GUY WIRE GROUNDING IS REMOVED DURING MODIFICATIONINSTALLATION, IT MUST BE RECONNECTED AFTER THE COMPLETION OF THETOWER MODIFICATIONS. IF ORIGINAL GROUNDING IS BROKEN OR DAMAGED ANDCANNOT BE RECONNECTED, GUY WIRE GROUNDING IS TO BE REPAIRED ORREPLACED.GUY WIRE <<w=175; h=175; n=BLANK - SIG; a=11>> Copyright © 2020 ATC IP LLC, All Rights Reserved.THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06Z-501ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053GUY ANCHORFENCE & GROUNDING DETAILS0FIRST ISSUEBJK01/30/200ELEVATION VIEWANCHOR GROUNDING DETAILPLAN VIEWGUY ANCHOR GROUNDING DETAILELEVATION VIEWGUY ANCHOR FENCE DETAIL6'-0" (TYP.)1'-0"(TYP.)6'-0" (TYP.) 15'-0" MIN. TO BOTTOM GUY 2'-0" MIN. TO BTM GUY 8'-0" MAX(TYP.)FENCE POSTSCONCRETEFOUNDATION(4000 PSI)LINE POSTS W/CONCRETE FOUNDATION(4000 PSI)[SEE NOTE]PIPE CAP(TYP.)4" HOT DIPPEDGALVANIZED PIPE(TYP.)[PAINT YELLOW (WITH REFLECTIVEPAINT WHEN NO FENCING REQ.)]3'-6" (TYP.)3'-0"FINISHEDGRADEFORK LATCH WITHCOMBINATIONLOCK1" GAP BETWEENFINISH GRADE ANDBOTTOM OF GATE4'-0" WIDEMAN GATENOTES:.1.REPLACEMENTS TO MATCH EXISTING FOOTPRINT, TYPE AND HEIGHTUNLESS NOTED OTHERWISE BY THE CM.2.8" MAX BEND RADIUS FOR GROUND CONDUCTORS.3.ANCHOR FENCING POSTS MAY BE FIELD CUT TO FACILITATEINSTALLATION ON FOUNDATION USING FENCING POST FLANGES ORSIMILAR CONNECTION AS SHOWN IN DETAIL "A". CONTRACTOR TOFIELD DETERMINE AND PROVIDE ALL MATERIALS AND HARDWARENECESSARY FOR FENCE POST FLANGE INSTALLATION.3'-0"10'-0"ELEVATION VIEWGUY ANCHOR GATE DETAIL1'-0"(TYP.)POST(TYP.)FENCEPAD AND PIERFOUNDATIONANCHOR RODFINISHED GRAVELBASE W/ WEED BARRIERFAN PLATEGUY WIRE5/8"Ø X 10'-0"GALVANIZEDGROUND ROD(TYP.)2' MIN.X XXXXXXXX X X X X X X XXX1/2" CROWNFOR DRAINAGE5'-0"GUYED TOWERGUY WIRES2" X 2" 9 GA.FENCE FABRIC1 1/4"Ø RAIL(TYP.)FAN PLATE2"Ø IN-LINEPOST (TYP.)FINISHEDGRADE3/16" X 3/4"STRETCHER BARAT CORNER ANDGATE POSTS2 1/2"Ø CORNERPOSTPAD AND PIERFOUNDATIONGUY ANCHORWEED BARRIER3/8"Ø TRUSS RODWITH TURNBUCKLE ATCORNERS AND GATE30" MIN. OR 6" BELOW FROST DEPTHFINISHEDGRADE DEAD END SLEEVE(REQUIRED ON ALLDEAD END GRIPS)DEAD END GRIP & THIMBLE(TYP.)3/8" EHS SAFETY WIRE (15'-0") TO BERUN IN FIGURE 8 THROUGH ALLTHIMBLES, TURNBUCKLE BODIESAND JAW ENDS. SECURE LOOP TOSELF WITH (2) 3/8" WIRE ROPE CLIPS.FAN PLATE2' MIN.#2 SOLID, BARE,TINNED COPPERGROUNDING CONDUCTOR(TYP.)EXOTHERMIC WELD(TYP. AT ALLGROUNDING RODS)5/8"Ø X 10'-0" GALVANIZEDGROUND ROD(TYP.)MECHANICAL CONNECTIONLISTED FOR APPLICATIONPAD AND PIERFOUNDATIONDETAIL "A"TYPICAL FENCING POST FLANGEANCHOR PER NOTE 3& DETAIL "A"POINT OFDAYLIGHT