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CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS:
<br />GENERAL NOTES:
<br />1.
<br />FOR THEPURPOSE FCONSTRUCTION RAWIN TH F WING DEFINITIONS HA APP Y: O DRAWING, E OE SHALL L.
<br />1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE T PROCEED 0 CE 0
<br />CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION
<br />(NIP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT
<br />CARRIER: T-MOBILE
<br />THE CROWN CASTLE USA INC. NOC AT 800-788-7011 & THE CROWN CASTLE USA INC. CONSTRUCTION MANAGER.
<br />TOWER OWNER: CROWN CASTLE USA INC.
<br />2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:
<br />2.
<br />THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY
<br />THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED
<br />EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS
<br />DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS,
<br />ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE
<br />AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY
<br />WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY
<br />CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE
<br />ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN
<br />LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR
<br />ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR
<br />CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN
<br />MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
<br />ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING
<br />3.
<br />THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF
<br />CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO
<br />CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS,
<br />GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET.
<br />TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR
<br />3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES,
<br />PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL- INCLUDE, BUT NOT BE LIMITED
<br />TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE
<br />BUT S NOT LIMITED TO BUILDING,ELECTRICAL,MECHANICAL,FIRE FLOOD ZONE ENVIRONMENTAL AND ZONING. AFTER
<br />INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY.
<br />ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED
<br />4.
<br />NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS PRECEDENCE OVER GENERAL NOTES AND TYPICAL
<br />OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS.
<br />ISHALLONS ALLTAKECONFORM
<br />DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION.SHALL9CONFORM TO SIMILAR WORK ON THE PROJECT,
<br />4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS,
<br />AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. 'WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS,
<br />CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE
<br />GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL. GOVERN. IF FURTHER
<br />FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION);
<br />CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF .RECORD.
<br />FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE
<br />5.
<br />SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO
<br />CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST
<br />ASSIST IN THE FABRICATION AND/OR PLACEMENT !OF::CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY
<br />EDITION) AND CROWN CASTLE USA INC. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A
<br />OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE
<br />QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH
<br />CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS.
<br />ANSI/TIA-322 (LATEST EDITION).
<br />IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE
<br />5. ALL SITE WORK TO COMPLY WITH OAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON
<br />ENGINEER OF RECORD T NOTIFIED N A POSSIBLE.
<br />D S 0 BE 0 ED AS S00 S OSS BLE.
<br />CROWN CASTLE USA INC. TOWER SITE" AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR
<br />6.
<br />PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE
<br />INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS."
<br />EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON :THE CONSTRUCTION
<br />--
<br />6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL
<br />7.
<br />DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE
<br />ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE' CODES,
<br />PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH
<br />REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,
<br />ANY SUCH CHANGE OF INSTALLATION.
<br />ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS ANY PUBLIC AUTHORITY PERFORMANCE
<br />7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,
<br />IT
<br />OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY. COMPANY
<br />PALREGARDING`TITY COMPANY
<br />REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,
<br />SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. '
<br />ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE
<br />8,
<br />UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND
<br />OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY
<br />LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
<br />SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
<br />9.
<br />THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
<br />8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
<br />RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
<br />RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
<br />10.
<br />IF THE SPECIFIED EQUIPMENT CANNOT BEINSTALLEDAS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL
<br />9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION.
<br />PROPOSE AN ALTERNATIVE INSTALLATION FORAPPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING
<br />10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL
<br />WITH ANY SUCH CHANGE OF INSTALLATION. r t:
<br />BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
<br />11.
<br />CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR
<br />RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN
<br />POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN
<br />EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE
<br />DRAWINGS. -
<br />WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C)
<br />12.
<br />THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS, LANDSCAPING AND STRUCTURES. ANY
<br />ELECTRICAL SAFELY D) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY PROCEDURES.
<br />DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC.
<br />11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS,
<br />13.
<br />CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS. SUCH AS COAXIAL CABLES AND
<br />LATEST APPROVED REVISION.
<br />OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
<br />12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE
<br />14.
<br />DESIGNATED LOCATION.
<br />CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON
<br />COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL
<br />A DAILY BASIS.
<br />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 EXECUTION
<br />OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL
<br />NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, TOWER OWNER,.
<br />CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES.
<br />14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE
<br />CONCRETE, FOUNDATIONS, AND REINFORCING STEEL:
<br />SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS,.
<br />,.....
<br />AND SHELTERS.
<br />15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER:
<br />i
<br />ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE:ACI 301, ACI 318, ACI 336. ASTM A184,_ASTM A185 AND
<br />AREAS.
<br />THE DESIGN AND CONSTRUCTION SPECIFICATION: FOR -IN -PLACE CONCRETE.
<br />16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE
<br />2.
<br />-CAST
<br />UNLESS' NOTED, OTHERWISE, SOIL BEARING PRESSURE USED^FOR DESIGN OF SLABS :AND FOUNDATIONS IS ASSUMED
<br />APPLICATION.
<br />TO BE 1000'. psf.
<br />17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR '
<br />3.
<br />ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fc):OF 3000 psi AT 28 DAYS; UNLESS NOTED
<br />DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE
<br />OTHERWISE.NO: MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS
<br />CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS.
<br />APPROVED BY THE ENGINEER OF RECORD.° TEMPERATURE OF CONCRETE .SHALL .NOT EXCEED 90'f AT TIME OF
<br />18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES.
<br />�-PLACEMENT.
<br />IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND -
<br />4.
<br />`.CONCRETE EXPOSED TO FREEZE -THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR
<br />SEDIMENT CONTROL
<br />ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE
<br />19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES, ANY
<br />TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER -TO -CEMENT RATIO (W/C) OF 0.45.
<br />DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER.
<br />5.
<br />ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL4E1-DED-WIRE FABRIC (WWF) SHALL CONFORM TO ASTM
<br />20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND
<br />A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL .HOOKS SHALL BE
<br />OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S
<br />STANDARD 90 DEGREE HOOKS, UNLESS NOTED'OTHERWISE. YIELD STRENGTH(Fy) OF STANDARD DEFORMED BARS ARE
<br />DESIGNATED LOCATION.
<br />AS FOLLOWS:
<br />21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON
<br />#4 BARS AND SMALLER 40 ksi
<br />A DAILY BASIS.
<br />#5 BARS AND LARGER . 60 ksi
<br />22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE
<br />6.
<br />THE FOLLOWING MINIMUM CONCRETED. COVER SHALLBE.PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE
<br />SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
<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 .2"
<br />#5BARS AND SMALLER 1-1/2-
<br />CONCRETE NOT EXPOSED TO EARTH :OR WEATkR
<br />SLAB ,SAND WALLS ... ... . 3/4" .
<br />BEAMS AND COLUMNS 1 1/2"
<br />7.
<br />A TOOLED EDGE OR-A3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED
<br />OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
<br />GREENFIELD GROUNDING NOTES:
<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 MANY LOSS OF CONTINUITY IN THE GROUNDING 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 CLAMPS.
<br />5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE::WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH
<br />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 />8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. '
<br />9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS-
<br />1 0. 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 />B. 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, METAL
<br />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 USED.
<br />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 SOLD TINNED COPPER IN 3/4" NON-METALLIC, FLEX BLE CONDUIT FROM 24 BELOW GRADE TO WITHIN 3 TO 6" OF CAD -WELD TERMINATIO
<br />N
<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 THE
<br />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, LIGHTNING
<br />PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY).
<br />ELECTRICAL INSTALLATION NOTES:
<br />1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL
<br />APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES.
<br />2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS
<br />NOT BLOCKED 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
<br />THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 20,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT
<br />CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE
<br />110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION.
<br />5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE
<br />SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL
<br />TAPE WITH UV 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,
<br />PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e.
<br />PANEL BOARD AND 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
<br />OR LARGER) WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION
<br />UNLESS OTHERWISE SPECIFIED.
<br />10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR
<br />LARGER) WITH TYPE THHW THWN THWN-2 XHHW XHHW-2 THW THW- RHW R RHW- INSULATION N 2, 0 2UNLESS
<br />OTHERWISESPECIFIED. S ED.
<br />11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI -CONDUCTOR, TYPE $DOW CORD (#14 OR
<br />LARGER) UNLESS OTHERWISE SPECIFIED.
<br />12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (#14 OR
<br />LARGER), WITH TYPE THHW, THWN, THWN-2. XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS
<br />OTHERWISE SPECIFIED.
<br />13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY
<br />THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75'.0
<br />(99 C IF AVAILABLE).
<br />14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,
<br />ANSI/IEEE AND NEC.
<br />15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL
<br />BE USED FOR EXPOSED INDOOR LOCATIONS.
<br />16. ELECTRICAL METALLIC TUBING (EMT) OR METAL -CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR
<br />LOCATIONS.
<br />17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90e AND ALL
<br />APPROVED ABOVE GRADE PVC CONDUIT.
<br />18. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE
<br />VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
<br />19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION
<br />USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE.
<br />20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,
<br />ANSI/IEEE AND THE NEC.
<br />21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN
<br />DOWNWARDS (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.
<br />EXPLOSIVE DEVICES (Le, POWDER -ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED.
<br />CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP
<br />CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH
<br />CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND
<br />PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR
<br />OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT
<br />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
<br />EPDXY -COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR
<br />LOCATIONS AND NEMA 3R (OR BETTER) FOR EXTERIOR LOCATIONS.
<br />25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING;
<br />SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS
<br />AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS.
<br />26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION)
<br />AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR
<br />EXTERIOR LOCATIONS.
<br />2T THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN
<br />CASTLE USA INC. 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
<br />ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY.
<br />29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "T-MOBILE".
<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 />B PHASE
<br />ORANGE OR
<br />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 />.11 i- 1iuo\l/Li) - ll)
<br />" POLARITY MARKED AT TERMINATION
<br />ABBREVIATIONS:
<br />ANT ANTENNA
<br />(E) EXISTING
<br />FIF FACILITY INTERFACE FRAME
<br />GEN GENERATOR
<br />CPS GLOBAL POSITIONING SYSTEM
<br />GSM GLOBAL SYSTEM FOR MOBILE
<br />LTE LONG TERM EVOLUTION
<br />MGB MASTER GROUND BAR
<br />MW MICROWAVE
<br />()
<br />N NEW
<br />NEC NATIONAL ELECTRIC CODE
<br />(P) PROPOSED
<br />PP POWER PLANT
<br />T • •Mobile• m m
<br />12920 SE 38TH STREET
<br />BELLEVUE, WA 98006
<br />00*** U CROWN
<br />CASTLE
<br />1505 WESTLAKE AVENUE NORTH, SUITE 800
<br />SEATTLE, WA 98109
<br />r.�
<br />M AR(� SQU IJ
<br />WIRELESS
<br />1387 CALLE AVANZADO
<br />SAN CLBA04TE CA 92973 (949) 3914824
<br />T-MOBILE SITE NUMBER:
<br />SE01605A
<br />BU #: 823968
<br />EVERETT WATER TANK
<br />319 76TH ST. SW
<br />EVERETT, WA 98203
<br />EXISTING 97'-0" MONOPOLE
<br />ISSUED FOR:
<br />REV
<br />DATE
<br />DRWN
<br />DESCRIPTION
<br />DES./Q
<br />A
<br />06/20/19
<br />RDL
<br />90%FOR REVIEW
<br />JAC
<br />0
<br />07/11/19
<br />AP
<br />100%FORSUBMITT.AL
<br />JAC
<br />wyq�r P F WA ti
<br />Oin��
<br />NAL
<br />DATE SIGNED: 07/11/2019
<br />Qtt
<br />QUANTITY
<br />Loy,11 A. Wb-, P.E.
<br />Professional P giv License #51509
<br />RECT
<br />RECTIFIER
<br />RBS
<br />RADIO BASE STATION
<br />RET
<br />RFDS
<br />REMOTE ELECTRIC TILT
<br />RADIO FREQUENCY DATA SHEET
<br />IT IS VIOLATION OF FOR PERSON,
<br />RRH
<br />REMOTE RADIO HEAD
<br />UN LESS THEY ARE ACTING UNDER THE DIRECTION
<br />RRU
<br />REMOTE RADIO UNIT
<br />OF A LICENSED PROFESSIONAL ENGINEER,
<br />SIAD
<br />SMART INTEGRATED DEVICE
<br />TO ALTER THIS DOCUMENT.
<br />TMA
<br />TOWER MOUNTED AMPLIFIER
<br />UMTS
<br />UNI
<br />TYPICAL
<br />UNIVERSAL MOBILE TELECOMMUNICATION$�.SYSTEM
<br />SHEET NUMBER:
<br />REVISION:
<br />W.P.
<br />WORK POINT
<br />T-2
<br />O
<br />
|