erie international airport rehabilitate · pdf file... lha light house assembly light house...

CONRAIL RAIL ROAD

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ERIE INTERNATIONAL AIRPORTREHABILITATE WILDLIFE DETERRENT (AOA) FENCE

JUNE 14, 2017

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MICHAEL BAKER INTERNATIONAL INC.

100 AIRSIDE DRIVE

AIRSIDE BUSINESS PARK

MOON TOWNSHIP, PA 15108

412-269-6300

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PROJECT LOCATION

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ISSUED FOR BID

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ERIE INTERNATIONAL AIRPORT

PENNSYLVANIA ACT 287, as amended

PA ONE-CALL

1-800-242-1776

℄

REVISION

DESCRIPTIONDATE BY

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DATE DATE: JUNE 2017

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PROJECT NO: 160695

ERIE

ERIE, PENNSYLVANIA

INTERNATIONAL AIRPORT

REHABILITATE WILDLIFE

DETERRENT (AOA) FENCE FIGURE

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ITEM # ITEM DESCRIPTION QTY UNITGP-105-5.1 MOBILIZATION 1 LSF-162-5.1 WILDLIFE DETERRENT FENCE 4,400 LFF-162-5.2 20' DOUBLE-LEAF VEHICLE SWING GATE 2 EAF-162.5.3 DEMOLITION OF EXISTING AOA FENCE 4,500 LFP-610.5.1 RELOCATE EXISTING SIGN ON NEW FOUNDATION 1 EAMC-001 INSTALL ANTI-CLIMB DEVICE ON EXISTING TOWER 5 EA

L-119-5.1 INSTALL SOLAR OBSTRUCTION LIGHT ON PROPOSED FENCE 3 EA

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%%ULIST OF ABBREVIATIONS

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%%ULEGEND:

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IN PAVEMENT TAXIWAY EDGE LIGHT

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RUNWAY CENTERLINE LIGHT

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ELEVATED RUNWAY EDGE LIGHT

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ELEVATED TAXIWAY EDGE LIGHT

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IN PAVEMENT RUNWAY EDGE LIGHT

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ELEVATED RUNWAY GUARD LIGHT

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ELEVATED STOP BAR LIGHT

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TAXIWAY CENTERLINE LIGHT

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POWER CONDUIT

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CONTROL CONDUIT

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ELECTRICAL MANHOLE/HANDHOLE

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AIRFIELD GUIDANCE SIGN

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ABANDONED LIGHT BASE W/COVER

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PAPI LIGHT HOUSING ASSEMBLY

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IN PAVEMENT SURFACE SENSOR

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WIND CONE

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APPROACH LIGHT

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EXISTING MAJOR CONTOUR

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EXISTING MINOR CONTOUR

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EXISTING UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND THE LOCATIONS MUST BE CONSIDERED APPROXIMATE. OTHER UTILITIES MAY EXIST WHICH ARE NOT SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE PHYSICAL LOCATION OF ALL UTILITY LINES PRIOR TO THE START OF CONSTRUCTION.

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REQUIRES NOTIFICATION TO UTILITY COMPANIES PRIOR TO ANY DIGGING, DRILLING, BLASTING OR EXCAVATING. CONTRACTOR SHALL CONTACT:

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PRIOR TO START OF WORK.

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@AT AT ACEADVANCED CONTROL SYSTEM ADVANCED CONTROL SYSTEM ALSF-2APPROACH LIGHTING SYSTEM WITH APPROACH LIGHTING SYSTEM WITH SEQUENCED FLASHERS AMPAMPRE AMPRE APPROXAPPROXIMATELY APPROXIMATELY ARFFAIRPORT RESCUE AND FIRE FIGHTING AIRPORT RESCUE AND FIRE FIGHTING AWGAMERICAN WIRE GAUGE AMERICAN WIRE GAUGE BASELINE BMPBEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES CENTERLINE CLRCLEAR CLEAR CMPCORRUGATED METAL PIPE CORRUGATED METAL PIPE CVMCONSTANT VOLTAGE MONITOR CONSTANT VOLTAGE MONITOR CYCUBIC YARD CUBIC YARD DIADIAMETER DIAMETER EEASTING EASTING EAEACH EACH ERIERIE INTERNATIONAL AIRPORT ERIE INTERNATIONAL AIRPORT ELELEVATION ELEVATION ELEVELEVATION ELEVATION ERAAERIE REGIONAL AIRPORT AUTHORITY ERIE REGIONAL AIRPORT AUTHORITY FAAFEDERAL AVIATION ADMINISTRATION FEDERAL AVIATION ADMINISTRATION FODFOREIGN OBJECT DEBRIS FOREIGN OBJECT DEBRIS GALGALLON GALLON HDPEHIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HRSHOURS HOURS HzHERTZ HERTZ ININCH INCH INCINCORPORATED INCORPORATED KVKILOVOLT KILOVOLT KWKILOWATT KILOWATT LFLINEAR FOOT (FEET) LINEAR FOOT (FEET) LHALIGHT HOUSE ASSEMBLY LIGHT HOUSE ASSEMBLY LSLUMP SUM LUMP SUM MAXMAXIMUM MAXIMUM MHzMEGAHERTZ MEGAHERTZ MINMINIMUM MINIMUM #NUMBER NUMBER NNORTHING NORTHING NADNORTH AMERICAN DATUM NORTH AMERICAN DATUM NAVDNORTH AMERICAN VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM NONUMBER NUMBER NTSNOT TO SCALE NOT TO SCALE OFFOFFSET OFFSET PAPENNSYLVANIA PENNSYLVANIA PACSPRIMARY AIRPORT CONTROL STATION PRIMARY AIRPORT CONTROL STATION PAPIPRECISION APPROACH PATH INDICATOR PRECISION APPROACH PATH INDICATOR PCCPORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE PCUPAPI CONTROL UNIT PAPI CONTROL UNIT PENNDOTPENNSYLVANIA DEPARTMENT OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PIPOINT OF INTERSECTION POINT OF INTERSECTION PT POINT OF TANGENCY POINT OF TANGENCY PVCPOLYVINYL CHLORIDE POLYVINYL CHLORIDE PVCPOINT OF VERTICAL CURVE POINT OF VERTICAL CURVE PVIPOINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION REILRUNWAY END IDENTIFIER LIGHTS RUNWAY END IDENTIFIER LIGHTS RGSRIGID GALVANIZED STEEL RIGID GALVANIZED STEEL ROFARUNWAY OBJECT FREE AREA RUNWAY OBJECT FREE AREA RPUREMOTE PROCESSING UNIT REMOTE PROCESSING UNIT RSARUNWAY SAFETY AREA RUNWAY SAFETY AREA RTRIGHT RIGHT RVRRUNWAY VISUAL RANGE RUNWAY VISUAL RANGE RWRUNWAY RUNWAY SACSSECONDARY AIRPORT CONTROL STATION SECONDARY AIRPORT CONTROL STATION SY SQUARE YARD SQUARE YARD TDZTOUCHDOWN ZONE TOUCHDOWN ZONE TWTAXIWAY TAXIWAY TYPTYPICAL TYPICAL VVOLT(S) VOLT(S) VCVERTICAL CURVE LENGTHVERTICAL CURVE LENGTH

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TDZ LIGHT

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METHOD OF IDENTIFYING DETAILS AND SECTIONS

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IDENTIFIES DETAIL

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SHEET NUMBER WHERE DETAIL IS REFERENCED

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ADDITIONAL SHEET REFERENCES

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IDENTIFIES SECTION

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INDICATES DIRECTION OF VIEW

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STORM MANHOLE

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DUCT MARKER

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INDEX OF DRAWINGS, GENERAL NOTES, LEGEND AND ABBREVIATION

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PROJECT LAYOUT PLAN

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FENCING LAYOUT PLAN - 3

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GEOMETRY

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L:\PROJECTS\Erie International Airport\0 - ERIE On-call NTP 2015-07-01\160695 - ERI Fence replacement project - 13\3.0 Design\Drawings\Plot

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GENERAL NOTES: 1.THIS PROJECT IS SUBJECT TO ALL INSPECTIONS PROVIDED IN THE CONTRACT DOCUMENTS THIS PROJECT IS SUBJECT TO ALL INSPECTIONS PROVIDED IN THE CONTRACT DOCUMENTS AND TO INSPECTIONS BY REPRESENTATIVES OF ERAA, FAA, AND PENNDOT BUREAU OF AVIATION. 2.ACCESS TO THE SITE - THE CONTRACTOR'S ACCESS POINTS TO THE SITE WILL BE ACCESS TO THE SITE - THE CONTRACTOR'S ACCESS POINTS TO THE SITE WILL BE VERIFIED AT THE PRE-CONSTRUCTION MEETING. PROPOSED ACCESS POINTS TO THE AOA ARE SHOWN ON THE PROJECT LAYOUT PLAN. 3.HAUL ROUTES - LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE FURTHER HAUL ROUTES - LOCATION OF HAUL ROUTES ON THE AIRPORT SITE SHALL BE FURTHER DEFINED AT THE PRE-CONSTRUCTION MEETING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF-SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS, OR LOCAL ROADS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE. ON-SITE HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND SHALL BE RESTORED TO THE PRE-CONSTRUCTION CONDITION UPON COMPLETION OF USE AS A HAUL ROUTE. THE BEFORE AND AFTER CONDITION OF ON-SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED BY THE CONTRACTOR AND THE ENGINEER PRIOR TO COMMENCING WORK. 4.THE CONTRACTOR'S LAYDOWN AREA, STAGING AREA, AND TOPSOIL STOCKPILE AREA WILL THE CONTRACTOR'S LAYDOWN AREA, STAGING AREA, AND TOPSOIL STOCKPILE AREA WILL BE VERIFIED AT THE PRE-CONSTRUCTION MEETING. PROPOSED LAYDOWN, STAGING AND TOPSOIL STOCKPILE AREAS ARE SHOWN ON THE PROJECT LAYOUT PLAN. PROJECT LAYOUT PLAN. . 5.THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE DEVELOPED FROM RECORD THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE DEVELOPED FROM RECORD PLANS AND SURVEY DATA AND ARE THE ANTICIPATED CONDITIONS AT THE COMMENCEMENT OF CONSTRUCTION. PRIOR TO BID, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BID OF ANY DISCREPANCIES BETWEEN THE BID DOCUMENTS AND THE EXISTING CONDITIONS. 6.THE APPROXIMATE LOCATIONS OF KNOWN AIRPORT UNDERGROUND UTILITIES ARE SHOWN THE APPROXIMATE LOCATIONS OF KNOWN AIRPORT UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS AND ARE NOT WARRANTED TO BE CORRECT. PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL CALL THE PENNSYLVANIA ONE CALL SYSTEM, INC. AT 811. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TO THE START OF CONSTRUCTION. IN THE EVENT THAT THE CONTRACTOR DAMAGES A UTILITY, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. THE REPAIR MUST BE STARTED IMMEDIATELY AND CONTINUED UNTIL SERVICE HAS BEEN FULLY RESTORED AND THE REPAIRS ARE COMPLETE. ALL SUCH REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE AND SHALL BE INSPECTED AND APPROVED BY THE ENGINEER AND THE UTILITY OWNER PRIOR TO BACKFILL BY THE CONTRACTOR. IF REQUIRED BY THE ENGINEER, THE CONTRACTOR SHALL SUPPLY AND INSTALL A CONCRETE MARKER AT ALL APPLICABLE LOCATIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. 7.DURING ALL WORK WITHIN AIRPORT PROPERTY, THE CONTRACTOR SHALL CONTINUOUSLY DURING ALL WORK WITHIN AIRPORT PROPERTY, THE CONTRACTOR SHALL CONTINUOUSLY MONITOR THE AIRCRAFT GROUND TRAFFIC ON GROUND FREQUENCY 122.95 MHZ. THE CONTRACTOR MUST MAINTAIN A SUFFICIENT NUMBER OF AVIATION BAND RADIOS CAPABLE OF TRANSMITTING AND RECEIVING A FREQUENCY OF 122.95 MHZ ON SITE FOR THE WORK EFFORT PERFORMED, AS DETERMINED BY THE ENGINEER. NO WORK MAY BEGIN WITHOUT THE REQUIRED NUMBER OF OPERATIONAL RADIOS ON SITE. 8.THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER, THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE ENGINEER, OTHER CONTRACTORS, AND UTILITY COMPANIES, AT OR IN CLOSE PROXIMITY TO THE SITE. 9.ANY WORK PERFORMED WITHOUT THE KNOWLEDGE AND APPROVAL OF THE ENGINEER IS ANY WORK PERFORMED WITHOUT THE KNOWLEDGE AND APPROVAL OF THE ENGINEER IS SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 10.THE ENGINEER MAY SUSPEND THE WORK BY WRITTEN NOTICE WHEN, IN HIS/HER THE ENGINEER MAY SUSPEND THE WORK BY WRITTEN NOTICE WHEN, IN HIS/HER JUDGMENT, PROGRESS IS UNSATISFACTORY, WORK BEING DONE IS UNAUTHORIZED OR DEFECTIVE, WEATHER CONDITIONS ARE UNSUITABLE, OR THERE IS DANGER TO THE PUBLIC HEALTH OR SAFETY. 11.APPROVAL OF A PORTION OF THE WORK IN PROGRESS DOES NOT GUARANTEE ITS FINAL APPROVAL OF A PORTION OF THE WORK IN PROGRESS DOES NOT GUARANTEE ITS FINAL ACCEPTANCE. TESTING AND EVALUATION MAY CONTINUE UNTIL FINAL ACCEPTANCE OF A COMPLETE WORKABLE UNIT IS PROVIDED IN WRITING. 12.ACCEPTANCE OF COMPLETED WORK WILL NOT BE GIVEN UNTIL DEFECTIVE OR ACCEPTANCE OF COMPLETED WORK WILL NOT BE GIVEN UNTIL DEFECTIVE OR UNAUTHORIZED WORK IS REMOVED AND FINAL CLEAN-UP IS COMPLETE. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE ADJACENT STREETS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE ADJACENT STREETS AND ROADWAYS AND OF PARTIALLY COMPLETED PORTIONS OF THE WORK UNTIL FINAL ACCEPTANCE OF THE WORK. A VACUUM TRUCK AND OPERATOR SHALL BE ON CALL AT ALL TIMES DURING THE CONTRACTOR WORKING HOURS. 14.FOREIGN OBJECT DEBRIS (FOD) IS A SERIOUS SAFETY HAZARD ON THE AIRFIELD. THE FOREIGN OBJECT DEBRIS (FOD) IS A SERIOUS SAFETY HAZARD ON THE AIRFIELD. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS TO PREVENT FOD ON THE AIRFIELD. 15.CONTRACTOR'S PERSONNEL SHALL PARK IN DESIGNATED AREAS. CONTRACTOR'S PERSONNEL SHALL PARK IN DESIGNATED AREAS. GENERAL PROJECT SCOPE OF WORK THE REHABILITATION OF WILDLIFE DETERRENT (AOA) FENCE WILL CONSIST OF INSTALLATION OF NEW WILDLIFE FENCE, VEHICLE SWING GATES, TOWER ANIT-CLIMB DEVICES, AND REMOVAL OF EXISTING WILDLIFE FENCE.

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CONRAIL RAIL ROAD


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SURVEY CONTROLPOINT NORTHING EASTING ELEVATION HZ/VT

ND0015 707,874.02 1,313,746.72 736.41 VTND0016 704,806.10 1,307,669.62 738.03 VTND0249 707,900.39 1,311,868.02 727.6 HZND0250 706,885.15 1,309,324.98 728.4 HZND0251 708,916.53 1,309,590.82 733.6 HZ

FENCE HEIGHTPOINT # GROUND ELEVATION FENCE ELEVATION PART 77 ELEVATION

1 724.00 733.00 734.872 734.00 743.00 731.903 733.00 742.00 731.554 736.00 745.00 741.905 736.00 745.00 740.906 736.00 745.00 764.357 735.00 744.00 743.558 734.00 743.00 734.00

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PROPOSED FENCE INSTALLATION

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NOTES: 1.STATE PLANE COORDINATE HORIZONTAL STATE PLANE COORDINATE HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88. 2.ALL AOA AND SECURITY FENCE GATES ALL AOA AND SECURITY FENCE GATES MUST BE GUARDED AT ALL TIMES WHEN OPENED. ALL GATES MUST BE CLOSED AND SECURED IMMEDIATELY AFTER VEHICLES ENTER AND EXIT THE GATES. SITE TO BE KEPT SECURE AT ALL TIMES. NO UNMANNED GAPS SHALL BE PERMITTED IN THE AOA FENCE. 3.CONCRETE SOIL, AND DEBRIS REMOVED IN CONCRETE SOIL, AND DEBRIS REMOVED IN THIS CONTRACT SHALL BE HAULED OFFSITE. 4.FOR ACCESS TO AND FROM THE AIRFIELD, FOR ACCESS TO AND FROM THE AIRFIELD, THE CONTRACTOR SHALL USE GATE 13.

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SURVEY CONTROL POINT HAUL ROUTE

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TIE INTO EXISTING FENCE

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RELOCATE SIGNS ON NEW FOUNDATION

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FRANGIBLE COUPLINGS (TYP.)

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REMOVE EXISTING FOUNDATION, BACKFILL, TOPSOIL, SEED, AND MULCH

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NOTES: 1.NEW FOUNDATION SHALL MATCH DIMENSIONS NEW FOUNDATION SHALL MATCH DIMENSIONS OF EXISTING FOUNDATION. DEPTH SHALL NOT EXCEED 48". 2.FOUNDATION SHALL MEET REQUIREMENTS OF FOUNDATION SHALL MEET REQUIREMENTS OF SPECIFICATION OF P-610. 3.FINAL LOCATION TO BE FIELD COORDINATED.FINAL LOCATION TO BE FIELD COORDINATED.

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SIGN RELOCATION

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NOTES: 1.FENCE LAYOUT TO BE APPROVED BY FENCE LAYOUT TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK. FENCE LOCATION MAY REQUIRE FIELD ADJUSTMENT TO AVOID CONFLICTS. 2.CONTRACTOR SHALL NOT EXCAVATE MORE CONTRACTOR SHALL NOT EXCAVATE MORE AREA THAN CAN BE BACKFILLED IN A SINGLE DAY. 3.SHOULD AN EXCAVATED AREA BE SHOULD AN EXCAVATED AREA BE REQUIRED TO REMAIN OPEN LONGER THAN A SINGLE DAY, COMPOST FILTER SOCK SHALL BE INSTALLED IN ACCORDANCE WITH ITEM 408-0867. 4.ALL DISTURBED AREAS TO BE TOPSOILED, ALL DISTURBED AREAS TO BE TOPSOILED, SEEDED, AND MULCHED IN ACCORDANCE WITH SPECIFICATIONS. NO ADDITIONAL PAYMENT WILL BE MADE FOR SOIL REPAIRS. 5.EXISTING FENCE POSTS TO BE CUT FLUSH EXISTING FENCE POSTS TO BE CUT FLUSH WITH GRADE. NO SHARP EDGES SHALL BE PERMITTED.

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PROPOSED FENCE EXISTING FENCE FENCE DEMOLITION PROPERTY LINE EXISTING SWALE DOUBLE SWING GATE OBSTRUCTION LIGHT TOWER

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INSTALL ANTI-CLIMB DEVICE ON EXISTING TOWER RELOCATE EXISTING SIGNS ON NEW FOUNDATION INSTALL SOLAR OBSTRUCTION LIGHT ON PROPOSED FENCE

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10' DEEP " DIA. COPPER 58" DIA. COPPER CLAD GROUND ROD (500' SPACING, MAX)

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12 GAUGE 3

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CATCH BLOCK

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SPLIT BOLT CONNECTOR (TYP)

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GROUND WIRE (INSIDE FENCE) (TYP)

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EXOTHERMIC WELD (TYP)

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GROUND WIRE (TYP)

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EXOTHERMIC WELD (TYP)

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COPPER CLAD GROUND ROD (TYP)

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CONCRETE CORNER POST FOUNDATION (TYP)

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TENSION WIRE (TYP)

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SEE NOTE 1 (TYP)

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SEE NOTE 2 (TYP)

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10' DEEP " DIA. COPPER CLAD 58" DIA. COPPER CLAD GROUND ROD (500' SPACING, MAX)

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%%uNOTES%%u

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1.ALL UNDERGROUND FENCE GROUNDING CONNECTIONS SHALL ALL UNDERGROUND FENCE GROUNDING CONNECTIONS SHALL BE EXOTHERMIC. 2.BI-METALLIC CONNECTOR SHALL BE TIN-PLATED WITH BI-METALLIC CONNECTOR SHALL BE TIN-PLATED WITH TIN-PLATED SPACER IN ORDER TO ELIMINATE DISSIMILAR METAL CORROSION. 3.GATE HEIGHTS TO MATCH FENCE HEIGHTS. GATE HEIGHTS TO MATCH FENCE HEIGHTS. 4.A GROUND ROD SHALL BE INSTALLED AT SPACINGS NO A GROUND ROD SHALL BE INSTALLED AT SPACINGS NO GREATER THAN 500 FEET, AND BONDED TO A FENCE POST WITH A 4/0 AWG STRANDED COPPER CONDUCTOR USING EXOTHERMIC WELDED CONNECTIONS. 5.INSTALL A BONDING STRAP FROM ANY GATE TO THE INSTALL A BONDING STRAP FROM ANY GATE TO THE ADJACENT POST USING EXOTHERMIC WELDED CONNECTIONS. THE BONDING STRAP SHALL BE A 1 INCH BY 1/8 INCH FLEXIBLE TINNED COPPER BOND STRAP AND SHALL NOT RESTRICT THE FULL MOTION OF THE GATE. 6.EXOTHERMICALLY WELD A 4/0 AWG BARE COPPER EXOTHERMICALLY WELD A 4/0 AWG BARE COPPER CONDUCTOR FROM THE POSTS AT EACH SIDE OF THE GATE TO GROUND RODS INSTALLED AT EACH SIDE OF THE GATE. CONNECT THE CONDUCTOR TO THE GATEPOSTS AT A HEIGHT NO GREATER THAN ONE FOOT ABOVE GRADE. INTERCONNECT THE GROUND RODS AT EITHER SIDE OF THE GATE WITH AN EXOTHERMICALLY WELDED 4/0 AWG BARE COPPER CONDUCTOR BURIED A MINIMUM OF 18 INCHES BELOW GRADE. 7.FOR GATES, A HORIZONTAL BARE 6 AWG STRANDED TINNED FOR GATES, A HORIZONTAL BARE 6 AWG STRANDED TINNED COPPER CONDUCTOR SHALL BE THREADED CONTINUOUSLY THROUGH THE GATE FABRIC AND MECHANICALLY BONDED TO THE VERTICAL GATE RAILS. 8.BOND SECURITY WIRES TO THE FENCE POST AT INTERVALS BOND SECURITY WIRES TO THE FENCE POST AT INTERVALS OF 500 FEET AND AT ALL TERMINATION OF THE SECURITY WIRE. SECURITY WIRE SHALL BE BONDED USING 6 AWG STRANDED TINNED COPPER CONDUCTOR AND UL LISTED BONDING CONNECTORS. ATTACH THE METALLIC FENCE FABRIC TO THE FENCE POSTS WITH WIRE TIES OF THE SAME MATERIAL. 9.A HORIZONTAL BARE #6 AWG STRANDED TINNED COPPER A HORIZONTAL BARE #6 AWG STRANDED TINNED COPPER CONDUCTOR SHALL BE THREADED CONTINUOUSLY THROUGH THE GATE FABRIC AND MECHANICALLY BONDED TO THE VERTICAL GATE RAILS. FENCE POSTS ON BOTH SIDES OF THE GATE SHALL BE CONNECTED TO GROUND RODS WITH #4/0.

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3

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C-500

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NOT TO SCALE

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GATE GROUNDING

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2

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C-501

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18-GAGE GALVANIZED STEEL ANTI-CLIMB PANELS, EACH SIDE (3)

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ATTACH PANELS TO TOWER LEGS WITH SHEET METAL SCREWS

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NOT TO SCALE

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TOWER ANTI-CLIMB DEVICE

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3

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C-501

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EXISTING TOWER

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