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CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS:
<br />GENERAL NOTES:
<br />ELECTRICAL INSTALLATION NOTES:
<br />JURISDICTIONAL APPROVAL: 1
<br />1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE
<br />TO PROCEED (NIP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE
<br />SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE
<br />USA INC. CONSTRUCTION MANAGER.
<br />2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
<br />THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE
<br />CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT
<br />REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR
<br />FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE
<br />STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF
<br />THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH
<br />MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS
<br />INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT
<br />AND REPORTED TO YOUR CROWN CASTLE USA INC. POO OR CALL THE NOC TO GENERATE A SAFETY CLIMB
<br />MAINTENANCE AND CONTRACTOR NOTICE TICKET.
<br />3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED.
<br />THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE,
<br />ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL
<br />REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL
<br />REQUIREMENTS.
<br />4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO. ERECTION PLANS, RIGGING
<br />PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL
<br />CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET
<br />ANSI ASSE A10.48 LATEST EDITION); FEDERAL STATE, N LOCAL
<br />/ ( ). A AND L C L REGULATIONS: AND ANY APPLICABLE
<br />INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL
<br />RIGGING PLANS SHALL ADHERE TO ANSI ASSE A10. DITI N A 48 LATEST EDITION) AND CROWN CASTLE USA INC,
<br />STANDARD CED-STD-10253, INCLUDING THE REQUIRED( INVOLVEMENT OF A QUALIFIED ENGINEER FOR
<br />CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322
<br />(LATEST EDITION).
<br />5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION
<br />ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF
<br />MOUNTS AND APPURTENANCES," AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR
<br />INSTALLATION, ALTERATION, AND MAINTENANCEOF ANTE
<br />NNA SUPPORTING STRUCTURES AND ANTENNAS.
<br />6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED
<br />LLED AS SHOWN ON THESE DRAWINGS THE CONTRACTOR
<br />SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO
<br />PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION.
<br />7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
<br />CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND
<br />COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC
<br />AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH
<br />ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,
<br />ORDINANCES AND APPLICABLE REGULATIONS.
<br />B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
<br />RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
<br />9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
<br />10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE
<br />WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE
<br />WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE
<br />CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, CONTRACTOR SHALL
<br />PROVIDE SAFETY TRAINING FOR THE WORKING CREW, THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL
<br />PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E)
<br />CONSTRUCTION SAFETY PROCEDURES.
<br />11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT
<br />SPECIFICATIONS, LATEST APPROVED REVISION.
<br />12, CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT
<br />THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER
<br />REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
<br />13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE
<br />EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED
<br />AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL
<br />OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES.
<br />14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR
<br />SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF
<br />EQUIPMENT, ROOMS, AND SHELTERS.
<br />15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT
<br />AND TOWER AREAS.
<br />16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED:
<br />SURFACE APPLICATION.
<br />17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,
<br />EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT
<br />EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS.
<br />18, CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL
<br />MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES
<br />FOR EROSION AND SEDIMENT CONTROL.
<br />19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND
<br />STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION
<br />OF OWNER.
<br />20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL
<br />CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE
<br />RETURNED TO THE OWNER'S DESIGNATED LOCATION.
<br />21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED
<br />FROM SITE ON A DAILY BASIS.
<br />22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND, FROZEN MATERIALS, SNOW
<br />OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
<br />GREENFIELD GROUNDING NOTES:
<br />1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:
<br />CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
<br />CARRIER: VERIZON
<br />TOWER OWNER: CROWN CASTLE USA INC.
<br />2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY
<br />EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS
<br />ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE
<br />WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY
<br />ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN
<br />ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR
<br />MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
<br />3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE"IIMS OR METHODS OF
<br />CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION. MEANS, METHODS,
<br />TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL -MEASURES NECESSARY FOR
<br />PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,.'13UT NOT BE LIMITED
<br />TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS "-kEPRESENTATIVE WILL NOT INCLUDE
<br />INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY.
<br />4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE. OVER GENERAL NOTES AND TYPICAL
<br />DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM -TO SIMILAR WORK ON THE PROJECT,
<br />AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE. DISCREPANCIES OCCUR BETWEEN:PLANS, DETAILS,
<br />GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. 'IF FURTHER
<br />CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD:.
<br />5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE. DIMENSIONS AND MEASUREMENTS ON: THE. DRAWINGS TO
<br />ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTIONELEMENTS BUT IT IS THE SOLE. RESPONSIBILITY
<br />OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE
<br />CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR C TTN I- Y U 1 G OF AN NEW OR EXISTING CONSTRUCTION ELEMENTS.
<br />IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES
<br />SC EPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE
<br />ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON' A I S POSSIBLE.
<br />6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE
<br />EXISTING CONDITIONS AND TO CONFIRM THAT THE WOW CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION
<br />DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE.
<br />7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
<br />REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,
<br />ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE
<br />OF THE WORK. ALL WORK CARRIED OUT COMPLY SHALL L C 0 WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPA
<br />NY
<br />SPECIFICATIONS AND LOCAL JURISDICTIONAL 'CODES ORDINANCES AND APPLICABLE REGULATIONS.
<br />8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND.
<br />LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS. INDICATED ON THE DRAWINGS.
<br />9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
<br />RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE
<br />10. IF THE SPECIFIED EQUIPMENT CANNOT. BE INSTALLED ;AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL
<br />PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL.BY THE CARRIER AND .CROWN CASTLE PRIOR TO PROCEEDING
<br />WITH ANY SUCH CHANGE OF INSTALLATION.
<br />11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION. AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR
<br />POWER, AND TELCO AND FOR GROUNDING CABLES. AS,SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN
<br />DRAWINGS.
<br />12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY
<br />DAMAGED PART SHALL BE REPAIRED AT CONTRACTORS EXPENSE TO THE SATISFACTIONOF.CROWN CASTLE USA INC.
<br />13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND
<br />OTHER ITEMS REMOVED FROM THE EXISTING FACILITY, ANTENNAS REMOVED SHALL BE .RETURNED TO THE OWNER'S
<br />DESIGNATED LOCATION.
<br />14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN. CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON
<br />A DAILY BASIS.
<br />CONCRETE, FOUNDATIONS, AND REINFORCING STEEL'
<br />1. ALL CONCRETE WORK SHALL BE:IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND
<br />THE: DESIGN AND CONSTRUCTION SPECIFICATION FOR CASTrIN-PLACE CONCRETE.
<br />2.UNLESS NOTED OTHERWISE,'SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED
<br />TO' BE 1000 psf.
<br />3..' ALL CONCRETE SHALL 'HAVE A MINIMUM COMPRESSIVE STRENGTH.(f'c). OF 3000 psi AT 28 DAYS, UNLESSNOTED
<br />'OTHERWISE. NO MORE THAN S90 MINUTES SHALL ELAPSE#FROM BATCH TIME TO TIME OF. PLACEMENT UNLESS
<br />APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED SO'f AT-TIME'OF
<br />PLACEMENT.
<br />4. CONCRETE EXPOSED TO FREEZE -THAW : CYCLES SHALL CONTAIN:AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR
<br />ENTRAINMENT. TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE
<br />TYPE I1 PORTLAND CEMENT WITH -A MAXIMUM WATER -TO -CEMENT RATIO (W/C). OF GAS.
<br />5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM
<br />A185. ALL SPLICES SHALL BE 'CLASS "B' TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS . SHALL:' BE
<br />STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy);: OF. STANDARD DEFORMED: BARS ARE
<br />AS FOLLOWS:
<br />#4 BARS AND SMALLER ...... .:5 ................ ..................................... 40 kel
<br />#5 BARS AND LARGER. ........ ................. ....... ........,....... 60 ksi.:
<br />6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL. UNLESS SHOWN OTHERWISE
<br />ON DRAWINGS:
<br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ....................... 3"
<br />CONCRETE EXPOSED TO EARTH OR WEATHER:'
<br />#6 BARS AND LARGER .:i....................... .....,.,2".
<br />#5 BARS AND SMALLER.. ....................... ............................................ 1-1/2
<br />CONCRETE NOT EXPOSED TO .EARTH OR WEATHER
<br />SLAB AND WALLS. ....: .....a.. ......3/4".:
<br />BEAMS AND COLUMNS /
<br />7. A TOOLED EDGE OR A.3/4"�ICHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED
<br />OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
<br />1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN
<br />ACCORDANCE WITH THE NEC.
<br />2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND
<br />ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS.
<br />3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GRDUNDING' SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE
<br />TESTING RESULTS.
<br />4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT
<br />CLAMPS.
<br />5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCEWITH THE NEC, SHALL BE FURNISHED AND INSTALLED
<br />WITH THE POWER CIRCUITS TO BTS EQUIPMENT.
<br />6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED
<br />COPPER FOR OUTDOOR BTS.
<br />7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE.. GROUND BUS ARE PERMITTED.
<br />S. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPERUNLESSOTHERWISE INDICATED. _
<br />9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS.
<br />10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 BENDS CAN BE ADEQUATELY SUPPORTED. -
<br />11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE.
<br />12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS.
<br />13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
<br />14, ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR.
<br />15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
<br />16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL,
<br />17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC.
<br />18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR.
<br />19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS,
<br />METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE
<br />USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e.. NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT.
<br />20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION
<br />POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL).
<br />21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO
<br />THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS,
<br />LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE (FERROUS OR NONFERROUS METAL PIPING ONLY).
<br />1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE
<br />FEDERAL, STATE, AND LOCAL CODES/ORDINANCES.
<br />2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED
<br />AND TRIP HAZARDS ARE ELIMINATED,
<br />3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC.
<br />4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC.
<br />4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO
<br />REQUIREMENT OF THE NATIONAL ELECTRICAL CODE.
<br />4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT
<br />CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES
<br />NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT
<br />ADOPTED CODE PRE THE GOVERNING JURISDICTION.
<br />5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE
<br />LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV
<br />PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA.
<br />6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE
<br />CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND
<br />CIRCUIT ID'S).
<br />7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS,
<br />8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
<br />9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER)
<br />WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
<br />10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH
<br />TYPE THHW THWN THWN-2 XHHW XHHW- IN T - 2 THIN. THW-2, RHW OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
<br />11. POWER AND WIRING CONTROL FLEXIBLE
<br />0 G IN LE BLE CORD SHALL BE MULTI -CONDUCTOR, TYPE SCOW CORD (#14 OR LARGER) UNLESS
<br />OTHERWISE SPECIFIED.
<br />12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TO CABLE (#14 OR LARGER), WITH
<br />TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED.
<br />13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND
<br />BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75- C (90' C IF AVAILABLE).
<br />14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE
<br />AND NEC.
<br />15. ELECTRICAL METALLIC TUBING(EMT), T M INTERMEDIATE METAL CONDUIT IMC OR RIGID ME
<br />TAL ETAL CONDUIT RMC SHALL BE USED FO ( ) ( R
<br />EXPOSED INDOOR LOCATIONS.
<br />16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS,
<br />17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE
<br />GRADE PVC CONDUIT.
<br />18, LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION
<br />OCCURS OR FLEXIBILITY IS NEEDED.
<br />19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET
<br />SCREW FITTINGS ARE NOT ACCEPTABLE.
<br />20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND
<br />THE NEC.
<br />21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS
<br />(WIREMOLD SPECMATE WIREWAY).
<br />22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL),
<br />23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE
<br />DEVICES (i.e. POWDER ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE
<br />LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES
<br />IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN
<br />'A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT
<br />..'SHALL BE FISHED TO CLEAR OBSTRUCTIONS, ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO
<br />PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED
<br />MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE.
<br />24.EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET
<br />'STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR
<br />BETTER) FOR EXTERIOR LOCATIONS.
<br />25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL MEET OR
<br />EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED
<br />(WP OR BETTER) FOR EXTERIOR LOCATIONS.
<br />26:-.NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED
<br />.NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS.
<br />27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC.
<br />BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
<br />28.;THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE
<br />WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY.
<br />29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'VERIZON".
<br />30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
<br />CONDUCTOR COLOR CODE
<br />SYSTEM
<br />CONDUCTOR
<br />COLOR
<br />120/24OV, 10
<br />A PHASE
<br />BLACK
<br />B PHASE
<br />RED
<br />NEUTRAL
<br />WHITE
<br />GROUND
<br />GREEN
<br />120/208V, 30
<br />A PHASE
<br />BLACK
<br />B PHASE
<br />RED
<br />C PHASE
<br />BLUE
<br />NEUTRAL
<br />WHITE
<br />GROUND
<br />GREEN
<br />277/48OV, 30
<br />A PHASE
<br />BROWN
<br />8 PHASE
<br />ORANGE OR PURPLE
<br />C PHASE
<br />YELLOW
<br />NEUTRAL
<br />GREY
<br />GROUND
<br />GREEN
<br />DC VOLTAGE
<br />POS (+)
<br />RED**
<br />NEG (-)
<br />BLACK*"
<br />* SEE NEC 210.5(C)(1) AND (2)
<br />** POLARITY MARKED AT TERMINATION
<br />ABBREVIATIONS
<br />APWA UNIFORM COLOR CODE:
<br />WHITE PROPOSED EXCAVATION
<br />TEMPORARY SURVEY MARKINGS
<br />c ELECTRIC POWER LINES, CABLES,
<br />CONDUIT, AND LIGHTING CABLES
<br />YELLOW GAS, OIL, STEAM, PETROLEUM, OR
<br />GASEOUS MATERIALS
<br />COMMUNICATION, ALARM OR SIGNAL LINES,
<br />CABLES, OR CONDUIT AND TRAFFIC LOOPS
<br />® POTABLE WATER
<br />RECLAIMED WATER
<br />, IRRIGATION, AND
<br />SLURRY LINES ,
<br />SEWERS AND DRAIN LINES
<br />ANT
<br />ANTENNA
<br />(E)
<br />EXISTING
<br />FIF
<br />FACILITY INTERFACE FRAME
<br />GEN
<br />GENERATOR
<br />GPS
<br />GLOBAL POSITIONING SYSTEM
<br />GSM
<br />GLOBAL SYSTEM FOR MOBILE
<br />LTE
<br />LONG TERM EVOLUTION
<br />MOB
<br />MASTER GROUND BAR
<br />MW
<br />MICROWAVE
<br />(N)
<br />NEW
<br />NEC
<br />NATIONAL ELECTRIC CODE
<br />(P)
<br />PROPOSED
<br />-
<br />PP
<br />POWER PLANT
<br />QTY
<br />QUANTITY
<br />RECT
<br />RECTIFIER
<br />RBS
<br />RADIO BASE STATION
<br />T T
<br />RET
<br />REMOTE ELECTRIC TILT
<br />CITY OFEVERE
<br />REDS
<br />RADIO FREQUENCY DATA SHEET
<br />- ryg
<br />RRH
<br />REMOTE RADIO HEAD
<br />PER
<br />RRU
<br />REMOTE RADIO UNIT
<br />E VIE ED
<br />SIAD
<br />SMART
<br />TINTEGRATED DEVICE
<br />• 'wA��
<br />R®,
<br />TMA
<br />TOWER MOUNTED AMPLIFIER
<br />TYP
<br />TYPICAL
<br />UMTS
<br />UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM
<br />W.P.
<br />WORK POINT
<br />v riz e on
<br />3245 158-I I AVENUE NIS 231
<br />BELLEVUE WA 98008
<br />CCROWN
<br />C CASTLE
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<br />SEA iTLE,, WA 98109
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<br />AMENDMENT 60'-0" MONOPOLE.
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