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<br /> - CONTRACTOR NOTES. 11. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED
<br /> METAL NOTES. A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED.
<br /> THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE PLASTIC TAGS SHALL BE USED AT THE FOLLOWING LOCATIONS:
<br /> CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS PART NE
<br /> 1-GERAL- 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIMUM UN
<br /> BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN a. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA BELOW THE FROST LINE.
<br /> THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM 1. SECTION INCLUDES: (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED).
<br /> COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND GROUTING 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0"FROM
<br /> DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING THE UNDER BASE PLATES. b. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE.
<br /> ) WAVEGUIDE ENTRY PORT.
<br /> ARCHITECT/ENGINEER OF ANY CONFUCTS, ERRORS, OR OMISSIONS PRIOR TO THE 2. SUBMITTALS: 14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD MIMI
<br /> SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE SHOP DRAWINGS: INDICATE SIZES, SPACING,AND LOCATIONS OF STRUCTURAL B. USE ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. GALVANIZED SPRAY.
<br /> CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. aim
<br /> OTHERWISE. 5. TESTING 15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE
<br /> 3. QUALITY ASSURANCE GROUNDING
<br /> GENERAL NOTES. VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO PERFORM THEiladill.
<br /> A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC COAXIAL SWEEP TEST& REPORT. THE CONTRACTOR IS TO PROVIDE CUMBER /QUALIFIED 16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S
<br /> DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE,AND THIS SET SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL PERSONNEL TO ASSIST IN ANY REPAIRS AND WEATHERPROOFING ONCE THE TEST IS RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM)
<br /> OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED STEEL FOR BUILDINGS. COMPLETE. THE CONTRACTOR IS TO PROVIDE VERIZON WIRELESS A MINIMUM OF 48 HOURS1101.
<br /> OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. 17, MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5
<br /> MATERIALS, EQUIPMENT, LABOR,AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL OHMS.
<br /> INSTALLATIONS AS DESCRIBED HEREIN. STRUCTURAL ENGINEER LICENSED IN THE STATE. *
<br /> PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB
<br /> PART 2-PRODUCTS ELECTRICAL NOTES. 18. 1CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. S GE HILL
<br /> SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, 1. MATERIAL INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN
<br /> WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRMprQt€sSIoniI SEPVIGES
<br /> THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH COMPLIANCE WITH NATIONAL ELECTRIC CODE, NEPA 70, AND THE STATE LAWS, RULES AND
<br /> ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50 REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT,ALL LATEST ISSUE, AND WITH
<br /> ATTENTION CONSTRUCTION.THE AERRORS, OMISSIONS,
<br /> INDI WRITING. B. STRUCTURAL TUBING: ASTM A500, GRADE B SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. 5651-401, I.C.E.A. P81-570, & SEA "
<br /> C. PIPE: ASTM A53,TYPE E OR 5, GRADE 8 LOCAL PUD.
<br /> D. BOLTS, NUTS, AND WASHERS: ASTM A3DT EVERETT
<br /> THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH E. ANCHOR BOLTS: ASTM A30707 PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER
<br /> CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE F. WELDING MATERIALS: AWS 01.1, TYPE REQUIRED FOR FURNISHED BACK BOARD.
<br /> CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. MATERIALS BEING WELDED
<br /> UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40,
<br /> THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. (AWS)
<br /> CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, G. GROUT: NON-SHRINK TYPE, PREMIXED COUPUNGS SHALL BE SUP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE
<br /> TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE COMPOUND CONSISTING OF COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP"TYPE WITH A 24"
<br /> WORK UNDER THE CONTRACT. NONMETALUC AGGREGATE, CEMENT, MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RCS, (OR PVC ENCASED IN 1321 COLBY AVE
<br /> WATER REDUCING AND PLASTICIZING CONCRETE 8" RED
<br /> THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO ADDITIVES, CAPABLE OF DEVELOPING 8°X1DUCTBANK). EVERETT,WA 98201
<br /> MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL A MINIMUM COMPRESSIVE STRENGTH CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS.
<br /> CODES OR ORDINANCES TAKE PRECEDENCE. SFC 15,5 PSI TYPEA , RED O. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW
<br /> H. SHOP -U PRIME FORP PRIMER: SSPC 1, OXIDE FITTINGS ARE NOT PERMITTED. FOR ALL STUBS-UPS, USE RIGID GALVANIZED STEEL
<br /> I. TOUCH-UP PRIMER GALV. CONDUIT. OC
<br /> ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT J. SURFACES: ZINC RICH TYPE
<br /> ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES. CONTRACTOR WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE
<br /> SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS 2. FABRICATION NO SPLICES ALLOWED. PROVIDE HOPE PULLING HAND HOLES AS NEEDED.
<br /> AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY
<br /> SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING
<br /> PERFORMANCE OF THE WORK. EXPOSED WELDS SMOOTH. AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. CAMP-
<br /> THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARENOT TO BE ALTERED 3. FINISH GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE
<br /> GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE-LUG COMPRESSION TYPE. ASSOCIATES
<br /> BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT
<br /> EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD 5P-1 TO SP-10 PROCEDURES. TYPE. CARE SHALL BE
<br /> 18401 40TH AVE.W.,SUITE 304
<br /> ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE LYNNWOOD,WA 98036
<br /> ASSIST ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH
<br /> ACCESS. ERECTION SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. ANTI-CORROSIVE AGENT SUCH AS "NO-OXY", "NOAOLX"OR "PENETROX". VERIFY PRODUCT PHONE:FAX:(425))22 018142
<br /> PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. PART 9-EXECUTION WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING WW W.CAMPASSOC.COM
<br /> CONNECTIONS SHALL BE STAINLESS STEEL.
<br /> GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF 1, EXAMINATION AND PREPARATION: VERIFY THAT THE FIELD CONDITIONS ARE
<br /> CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR ACCEPTABLE. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS PROJECT MANAGER: EJC
<br /> CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. LPS-3 OR AS PER NOTE 6 ABOVE.
<br /> DETAILS INCLUDED HERON ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR 2. ERECTION: ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL,
<br /> MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. PREPARED BY: JBT/EAT
<br /> MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND
<br /> INSTALLATION OF PERMANENT BRIDGING AND BRACING. CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS.
<br /> THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND APPROVED BY: EJC
<br /> IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS.
<br /> COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO
<br /> OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL AVOID DAMAGE. CONTACT ALL UTIUTIES TO LOCATE UNDERGROUND PIPING IN PUBUC ROW.
<br /> OF THE ARCHITECT/ENGINEER. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C..RATING OF THE PROVIDED
<br /> CONTRACTORCONSTRUCTION
<br /> SHALL ENSURE THE GEOF WORK DIRT,AREA IS KEPTRUCLEAN AND HAZARD FREE EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE
<br /> DURING NTNSOT SPECIFIED AND DISPOSE IN ALL DEBRIS, , PREMISESMAND REMOVE D. AFTERMERECTION,GALVANIZEDTOUCWITHP
<br /> TOUCHDS, UPABPRIMERS
<br /> AND SURFACESSPECIFIED NOT SHOP SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS.
<br /> EQUIPMENT NOT AS REMAINING ON THE PROPERTY, SHALL BE LEFT IN PRIMED OR WITH TOUCH-UP PRIMERS & UNDER EAT 11/22/17 ISSUED FOR PERMIT
<br /> CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. SECTION 05000,-METALS, PART 2 - PRODUCTS, H & I. SURFACES TO BE IN UTILITY POINTS OF SERVICE AND WORK MATERIALS SHOWN ARE BASED UPON PRELIMINARY
<br /> CONTACT WITH CONCRETE NOT INCLUDED. / EAT 11/3/17 ISSUED FOR PRELIM REVIEW
<br /> THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY.
<br /> 3. FIELD QUALITY CONTROL:
<br /> SAFETY REGULATIONS,ALL OSHA REGULATIONS, ALL PUBUC AND MUNICIPAL AUTHORITIES, FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / PLAN REVIEWERS SIGNATURE
<br /> AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND -
<br /> THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. TELECOMMUNICATIONS WIRING COMPONENTS SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL
<br /> (COAXIAL ANTENNA CABLE) ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT(IF REQUIRED),
<br /> EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO TRANSFORMER PAD, BARRIERS, POLE RISERS,TRENCHING, BACKFILL, PAY ALL UTILITY
<br /> VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO 1. GENERAL COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK.
<br /> REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND
<br /> SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND A. ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL GROUNDING NOTES.
<br /> IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. BE NEW AND OF STANDARD COMMERCIAL QUALITY.
<br /> 1. 1ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN
<br /> CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. V
<br /> TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER
<br /> TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT 'T%,
<br /> MATERIALS AND SUPPLIES FOR THESE ITEMS).THE CONTRACTOR IS +
<br /> VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED ACCESS TO EQUIPMENT IS NOT BLOCKED. \' .SON
<br /> ANTENNA, COAX &ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. RESPONSIBLE FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS. /,
<br /> 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND ''�
<br /> C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE
<br /> DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. ��4, 'F.1'•
<br /> GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. ( +.-+ - y 11`
<br /> SPECIAL INSPECTIONS 2. MATERIALS: 4. 4ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). C ''i''.;
<br /> ` .:`0 1
<br /> SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 110 AND 1704 SHALL BE PERFORMED (AS A. COAXIAL CABLE: , .A /
<br /> REQUIRED) BY A QUALIFIED TESTING AGENCY APPROVED BY THE ARCHITECT/ENGINEER. 5. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR& EXTERIOR) SHALL BE FORMED - �O
<br /> INSPECTION AGENCY SHALL BE RETAINED BY THE PROJECT OWNER OR THEIR RESPONSIBLE O• INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND USING TWO (2) HIGH PRESS CRIMPS. -s A��r�
<br /> CHARGE. THE ARCHITECT, ENGINEER OF RECORD,AND BUILDING DEPARTMENT SHALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL \` - -'WS .' .
<br /> RECEIVE COPIES OF ALL INSPECTION AND TEST RESULTS. REFER TO DOCUMENTS FOR CABLES SUPPORTED AT NO MORE THAN 3'-0" O.C. WEATHERPROOF ALL 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & I
<br /> SPECIFIC INFORMATION. CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER HAVE A VERTICAL SEPARATION OF 6"FOR EVERY ADDITIONAL CONNECTION. �\
<br /> MANUFACTURERS' REQUIREMENTS.TERMINATE ALL COAXIAL CABLE THREE �, 4HEET NA
<br /> ITEMS TO BE INSPECTED: (3) FEET IN EXCESS OF EQUIPMENT LOCATION UNLESS OTHERWISE 7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION
<br /> STATED. RESISTANT MATERIAL. \
<br /> 1. HIGH STRENGTH BOLTS (A325 OR EQUIVALENT)
<br /> b. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8" 8.8. ALL
<br /> EE EXTERIOINDIR GROUND CONDUCTORS SHALL BE#2 AWG TIN PLATED COPPER UNLESS ENERAL NOTES
<br /> AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 7/8".
<br /> 3. ANTENNA AND COAXIAL CABLE GROUNDING 9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8"0 10-FT.
<br /> LONG (OR NOTED OTHERWISE ON PLANS), AND SHALL BE DRIVEN VERTICALLY WITH THEIR
<br /> A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT TOPS 18"BELOW FINAL GRADE OR 6"BELOW FROST UNE FOR MAXIMUM DEPTH.
<br /> RUNS OF COAXIAL CABLE(NOT WITHIN BENDS) SHEET NUMBER
<br /> 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK A
<br /> 4. COAXIAL CABLE IDENTIFICATION TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. S P-1
<br /> GENERAL NOTES PROJECT NUMBER f'r ��
<br /> 1 20171559411
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