1604 HEWITT AVE VERIZON 2018-10-18

"p 'I , 4411> CONTRACTOR NOTES. METAL NOTES. ELECTRICAL NOTES. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE PART 1 - T,FNFRAI INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR 1. SECTION INCLUDES: REGULATIONS FOR INSTALLING ELECTRIC WIRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT STRUCTURAL STEEL FRAMING MEMBERS, BASE PLATES, PLATES, BARS AND SPECIFICATIONS PER A.S.T.M. B 231, B 400, I.C.E.A. S651-401, I.C.E.A. P81-570, & EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN GROUTING UNDER BASE PLATES. LOCAL PUD. 0 ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR 2 SUBMITTALS: THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S SHOP DRAWINGS: INDICATE SIZES, SPACING, AND LOCATIONS OF STRUCTURAL FURNISHED BACK BOARD. PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MEMBERS, OPENINGS, CONNECTIONS, CAMBERS, LOADS, AND WELDED SECTIONS. N MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 3. QUALITY ASSURANCE UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, A. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC TYPE 1, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARLON MANUFACTURER. . GENERAL NOTES. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF COUPLINGS SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS STRUCTURAL STEEL FOR BUILDINGS. COMPATIBLE WITH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP"TYPE WITH A 24" IM SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS B. PERFORM DESIGN UNDER DIRECT SUPERVISION OF A PROFESSIONAL MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN lij NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE STRUCTURAL ENGINEER LICENSED IN THE STATE. 8"x18" RED CONCRETE DUCTBANK). FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED PART 2 - PRODUCTS CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW 1. MATERIALS: FITTINGS ARE NOT PERMITTED. FOR ALL STUBS-UPS, USE RIGID GALVANIZED STEEL PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB A. STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50 CONDUIT. SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, 11011 WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM B. STRUCTURAL TUBING: ASTM A500, GRADE B WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH C. PIPE: ASTM A53, TYPE E OR S. GRADE B NO SPLICES ALLOWED. CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO D. BOLTS, NUTS, AND WASHERS: ASTM A325 PROVIDE HDPE PULLING HAND HOLES AS NEEDED. THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING. E. ANCHOR BOLTS: ASTM A307 F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH MATERIALS BEING WELDED AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE G. GROUT: NON-SHRINK TYPE, PREMIXED COMPOUND GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. TE, GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE-LUG COMPRESSION TYPE. CONSISTING OF NONMETALLIC AGGREGA CEMENT, WATER REDUCING AND GREGACRING ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ADDITIVES, CAPABLE OF DEVELOPING TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE S E A TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF A MINIMUM COMPRESSIVE STRENGTH GALVANIC CORROSION. ALL EXPOSED GROUNDING CONNECTIONS TO BE COATED WITH THE WORK UNDER THE CONTRACT. OF 7000 psi Al 28 DAYS. ANTI-CORROSIVE AGENT SUCH AS "NO-OXY". "NOAOLX"OR "PENETROX". VERIFY PRODUCT H. SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE 1, RED OXIDE WITH PROJECT MANAGER. ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING DEADWATER THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO I. TOUCH-UP PRIMER CONNECTIONS SHALL BE STAINLESS STEEL. MANUFACTURELOCAL CODESR'S/ VENDOR'S OR ORDINANCES TAKIEICATIONS PRECEDENCEESS NOTED OTHERWISE OR WHERE FOR GALV. SURFACES: ZINC RICH TYPE ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI-CORROSIVE AGENT SUCH AS SLOUGH 2. FABRICATION: LPS-3 OR AS PER NOTE 6 ABOVE. ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT CONTINUOUSLY SEAL JOINTED MEMBERS BY CONTINUOUS WELDS. GRIND EXPOSED ( PCS-LTE 1 ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. WELDS SMOOTH. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, OR EQUAL, CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. 1602 HEWITT AVE RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND 3. FINISH: UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES A. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC CONTRACTOR TO ENSURE ILC PROVIDED WITH (2) INTERNAL TVSS. EVERETT, WA 98201 BEARING ON THE PERFORMANCE OF THE WORK. SP-1 TO SP-10 PROCEDURES. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/FACILITY ARE NOT TO BE B. STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED. UTILITIES. WHEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. PART 3 - EXECUTION AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. ANTENNA SUPPORTING POLE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING OF THE PROVIDED ((( 1. EXAMINATION AND PREPARATION: ASSIST ANTENNA INSTALLATION SUB-CONTRACTOR IN TERMS OF COORDINATION AND SITE VERIFY THAT THE FIELD CONDITIONS ARE ACCEPTABLE. EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC, PROVIDE FUSIBLE SERVICE ENTRANCE ACCESS. ERECTION SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. 2. ERECTION: UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF A. ALLOW FOR ERECTION LOADS. PROVIDE TEMPORARY BRACING TO MAINTAIN PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID CAMP+ CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR FRAMING IN ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION PURPOSES ONLY. CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. OF PERMANENT BRIDGING AND BRACING. ASSOCIATES DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR B. FIELD WELD COMPONENTS INDICATED ON SHOP DRAWINGS. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH C. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL SPECIFICATIONSMPTERIALS REQUIREMENTS CONTRACTORANCSHALLRUCT TO UTILITYCOMPANY INSTALLEALLLECONDING PLANS AND . ONLY. SFURNISH AND CONDUIT, PULL 1940140TH AVE W,SUITE 304 MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK. OF THE ARCHITECT/ENGINEER. ROPES. CABLES, PULL BOXES. CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), LYNNwoo0,WA 98036 THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING D. AFTER ERECTION, TOUCH-UP WELDS, ABRASIONS, AND SURFACES NOT SHOP TRANSFORMER PAD. BARRIERS. POLE RISERS.TRENCHING. BACKFILL, PAY ALL UTILITY PHONE:(425)740-6392 IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON PRIMED OR GALVANIZED WITH TOUCH-UP PRIMERS AS SPECIFIED UNDER SECTION COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. FAX:(425)224-1614 COMPLETION OF WORK. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE 05000,-METALS, PART 2 - PRODUCTS. H & I. SURFACES TO BE IN CONTACT WWW.CAMPASSOC.COM OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. WITH CONCRETE NOT INCLUDED. GROUNDING NOTES. 3. FIELD QUALITY CONTROL: CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FIELD INSPECTION OF MEMBERS, CONNECTIONS, WELDS AND TORQUING. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DESIGN AND PROJECT MANAGER. EJC FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE CONSTRUCTION SPECIFICATIONS AND ALL APPUCABLE LOCAL CODES. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT NATURE. TELECOMMUNICATIONS WIRING COMPONENTS ACCESS TO EQUIPMENT IS NOT BLOCKED. PREPARED BY. EAT (COAXIAL ANTENNA CABLE/ THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL 1. GENERAL UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. A. ALL MATERIALS. PRODUCTS OR PROCEDURES INCORPORATED INTO THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. APPROVED BY. EJC WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF 4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD). WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT. 5. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE MATERIALS AND SUPPLIES FOR THESE ITEMS). THE CONTRACTOR IS RESPONSIBLE USING TWO (2) HIGH PRESS CRIMPS. DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING FOR PICKUP AND DELIVERY OF ALL SUCH MATERIALS THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP & DOCUMENTS. DOCUMENTS SHALL BE SUPPLIED BY THE CONTRACTOR. HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDITIONAL CONNECTION. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF 2. MATERIALS: 7. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. A. COAXIAL CABLE: MATERIAL. EAT 07-21-16 ISSUED FOR FINAL PERMIT VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE PROPOSED 1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS EAT 06-24-16 ISSUED FOR FINAL PERMIT AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS B. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG TIN PLATED COPPER UNLESS EAT 06_16-16 ISSUED FOR PRELIM REVIEW ANTENNA, COAX &ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN 3'-0" O.C. OTHERWISE INDICATED. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA ANDFATS-13-16 ISSUED FOR PRELIM REVIEW EQUIPMENT PER MANUFACTURERS' REQUIREMENTS. TERMINATE 9. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8""- 10-FT ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LONG (OR NOTED OTHERWISE ON PLANS). AND SHALL BE DRIVEN VERTICALLY H 772 REGISTERED SPECIAL INSPECTIONS. LOCATION UNLESS OTHERWISE STATED. THEIR TOPS 18" BELOW FINAL GRADE OR 6" BELOW FROST LINE FOR MAXIMUM DEPTH. SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 110 AND 1704 SHALL BE PERFORMED 2. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE 1-5/8" loof A R C H I ECT (AS REQUIRED) BY A QUALIFIED TESTING AGENCY APPROVED BY THE AND IN LENGTH LESS THAN OR EQUAL TO 143 FEET SHALL BE 7/B". 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. ARCHITECT/ENGINEER. INSPECTION AGENCY SHALL BE RETAINED BY THE PROJECT 3. ANTENNA AND COAXIAL CABLE GROUNDING BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE OWNER OR THEIR RESPONSIBLE CHARGE. THE ARCHITECT. ENGINEER OF RECORD, AND PERMITTED. BUILDING DEPARTMENT SHALL RECEIVE COPIES OF ALL INSPECTION AND TEST RESULTS. A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON REFER TO DOCUMENTS FOR SPECIFIC INFORMATION. STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS) 11. USE OF 90". BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE / /i •UL NI • , 4. COAXIAL CABLE IDENTIFICATION AVOIDED WHEN 45- BENDS CAN BE ADEQUATELY SUPPORTED. )TFMS TO BE INSPECTED T^I E OF ASHINGTON 1. ANCHOR BOLTS (1/2" 0 ANCHOR BOLTS PROVED LOAD IS: 1.500 LBS. IN TENSION) A. TO PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24" BELOW GRADE OR 6" MINIM • ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE BELOW THE FROST LINE. 67i21/2vT6 2. HIGH STRENGTH BOLTS (A325 OR EQUIVALENT) FOLLOWING LOCATIONS: x. .E r 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1'-0" FROM 1. FIRST LOCATION IS AT THE END OF THE COAX NEAREST EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE. THE ANTENNA(WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED). 14. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREAT WITH A COLD GENERAL NOTES 2. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER GALVANIZED SPRAY. NEAR THE WAVEGUIDE ENTRY PORT. 15. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE B. USE ANDREW CABLE TIES (PT.# 27290) TO SECURE IDENTIFICATION TAGS. GROUNDING 5. TESTING 16. GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S SHEET NUMBER VERIZON WIRELESS SHALL PROVIDE AN INDEPENDENT TESTING AGENCY TO RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM) PERFORM THE COAXIAL SWEEP TEST& REPORT. THE CONTRACTOR IS TO PROVIDE CLIMBER / QUALIFIED PERSONNEL TO ASSIST IN ANY REPAIRS AND 17. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 SP-1 WEATHERPROOFING ONCE THE TEST IS COMPLETE. THE CONTRACTOR IS TO OHMS. PROVIDE VERIZON WIRELESS A MINIMIM OF 48 HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. 18. CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION. I GENERAL NOTES PROJECT NUMBER 1 20161365B01