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HomeMy WebLinkAboutPLANSPLANSPREPAREDFOR: suns"We State 0 Cie 0�1I CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: -FLORIDA BUILDING CODE, 2014 5TH EDITION ANSVEIA/Tw-222-G -NATIONAL ELECTRICAL CODE 2011. NFPA 70-2011 - FLORIDA FIRE PREVENTION CODE 2014 5TH EDITION - FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION DESIGN CRITERIW 2014 FLORIDA BUILDING CODE, 5TH EDITION, BASED UPON ULTIMATE 3-SECOND GUST WIND SPEED OF 155 MPH CONVERTED TO A NOMINAL 3-SECOND GUST WIND SPEED OF 120 MPH PER SECTION 1609.3.1 AS REQUIRED FOR USE IN THE TLA-222-G STANDARD PER EXCEPTION #5 OF SECTION 1609.1.1 EXPOSURE CATEGORY C WITH A RISK CATEGORY II DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE AND SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. VICINITY MAP III]r f o 0 r i PROJECT * SITE P 5 IoI Sprint `j SPRINT NAME ATS-FT.PIERCE EXIT 66 SPRINT CASCADE M 113XCO56 ATC ASSET NAME ANGLE ROAD ATC ASSET NUMBER 5110 SITE ADDRESS 12200 W. ANGLE RD FORT PIERCE, FL 34945 PROJECT TEAM /11V1=F_RICAIV I N FIM I GYg TOWER FROM R O TO INFINIGY Me valuHonT are endleaa CORPORATION 1401 TOWN PLAZA CT. SUITE 2040 116 HUNTINGTON AVENUE, IITH FLOOR WINTER SPRINGS, FL 32708 BOSTON,MA02116 OFFICE #: (678) 444-4463 PROJECT MANAGER ENGINEER PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED NOTES: TELECOMMUNICATION FACILITY: CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS • INSTALL (3) PROPOSED PANEL ANTENNAS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY • INSTALL (3) NEW RRU's THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE. THESE PLANS AI4D ALL PROPOSED WORT( ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY MELD INSPECTORS THAT; R.YAAII NECESSA,RY.IN.QRDER.TO QOCAPLY5' ITT ,?u_API? ICA lAgO ES SCANNED BY St. Lucie Countv /.I ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL REVIEWED BY DATE _---• MUST BE KEPT ON JOB OR NO INSPECTION, W ILL BE MADE PROJECT SUMMARY TOWER OWNER: AMERICAN TOWER CORP. 116 HUNTINGTON AVENUE BOSTON. MA 02116 617-375-7500 ATITUO • 27.47083• N LONGITUDE:-80.45096• W ZONING JURISDICTION: ST. LUCIE COUNTY SPRINT CONSTRUCTION TOM POITRAS MANAGER, THOMAS.POITRAS®SPRINT.COM SHEET INDEX NO. DESCRIPTION T-1 TITLE SHEET & PROJECT DATA N-1 GENERAL NOTES N-2 GENERAL NOTES N-3 GENERAL NOTES C-1 COMPOUND PLAN C-2 TOWER ELEVATION AND ANTENNA ORIENTATION C-3 DETAILS C-4 DETAILS C-5 ANTENNA & CABLE SCHEDULE G-1 GROUNDING DETAILS RF-1 PLUMBING DIAGRAM RF-2 ANTENNA & CABLE COLOR CODING Sprint00 6580 Sprint Parkway Overland Park Kansas 66251 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY Poe solu0om . endless 1401 TONN PUlA CT. NLITE Two WINTER SPRINGS, FL 3010E ph�•I[iR1lMeef JOB NUMBER 317-404 AM=RICA M TOW=R CORPORATION 116 HUNTINGTON AVENUE, I ITH FLOOR BOSTON. MA 0211E ENGINEERING LICENSE: 11I1111 1111//°° .�I�OPHER ✓ `JI., • �P`y �7 N SF N 59(7�3�9\ 2 T • * I I-z1�•T : t� STA E OF :4U ORAWNG NOTICE: THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE BY REV ISSUED FOR CONSIRUCnON 11/21/17 UD D ISSUES FOR MAIN 10/24/17 US A SITE NAME: ANGLE ROAD SITE CASCADE: MI13XCO56 sITEADDRESS: 12200 W. ANGLE RD FORT PIERCE, FL 34945 SHEETOESCRIPPON: TITLE SHEET & PROJECT DATA SHEETNLIMSER: T-1 1) BASIC REQUIREMENTS A MEET ALL REQUIREMENTS OF JURISDICTIONS. B. IF EQUIPMENT FURNISHED BY COMPANY DOES NOT MATCH THE EQUIPMENT LISTED ON THE RFDS AND SHOWN ON THE PERMITTING DRAWINGS, RESOLVE DISCREPANCY THROUGH INSTALLER'S CONSTRUCTION MANAGER AND COMPANY'S POINT OF CONTACT. C. CABLE INSTALLATIONS c. ALL CABLES MUST BE OUTDOOR RATED AND HAVE UV RESISTANT OUTER JACKETS. D. CABLE BENDS MUST NOT EXCEED MANUFACTURER'S ALLOWABLE CABLE BEND RADII. c. AT RADIOS INSTALL SERVICE LOOPS FOR POWER, FIBER AND ETHERNET SECURED AT LEAST TWICE AT 180 TO THE STRUCTURE. d. SPARE FIBERS MUST BE ENCASED IN A LOW PROFILE WEATHER TIGHT ASSEMBLY. D. FIBERS MUST BE FIELD -TERMINATED WITH LC -TYPE CONNECTORS. E. CONDUITS IN EARTH: PROVIDE PVC. CONDUITS EXPOSED AND IN FACILITIES: PROVIDE RGS. HAND DIG TRENCHES IN COMPOUNDS. F. SECURE AND SUPPORT CONDUITS AND CABLES ON NO MORE THAN 48' INTERVALS. G. ON TOWER SITES RGS CONDUITS MAY BE SURFACE MOUNTED AWAY FROM WALKWAYS AND ACCESS/EGRESS PATHS. IF INSTALLATIONS IN WALKWAY AND ACCESS/EGRESS PATHS CANNOT BE AVOIDED IDENTIFY THE CONDUIT ENVELOPE/TRIP HAZARD BY ALTERNATION YELLOW AND BLACK STRIPES PAINTED ON CONCRETE AND CONDUIT. 2) SPRINT -FURNISHED EQUIPMENT A. INSTALL THE FOLLOWING EQUIPMENT AT LOCATIONS AND AZIMUTHS SHOWN ON THE CONSTRUCTION DRAWINGS. a. PANEL ANTENNAS b. RADIOS c. CPS ANTENNAS d. FILTERS e. 120 VOLT DIN-RAJL CIRCUIT BREAKER ASSEMBLY 3) TOWER INSTALLATIONS A MEET ALL REQUIREMENTS OF THE TOWER OWNER. S. INSTALL CORRUGATED FLEXIBLE CONDUIT UP THE TOWER TO COMPANY'S RAD CENTER. C. PROVIDE HANGING GRIPS OR CONDUIT CLAMPS AND ENSURE CONDUITS AS WELL AS INNER CABLES ARE SUPPORTED. D. CONDUIT RISER: AT TOP OF TOWER TURN CONDUIT DOWN AND PROVIDE CABLE TERMINATION FITTINGS. EXTEND CABLES TO RADIOS EXPOSED AND SECURED TO STRUCTURE. AT CONDUIT EXIT FROM TOWER, PROVIDE DRIP LOOPS AND WEEP HOLES. E. AT ICE BRIDGE RUN CABLES IN RGS CONDUIT. UTILIZE CONDUITS TO MAKE COMPACT 90 DEGREE TURNS. 4) AC POWER TIE-IN A INSTALL SPRINTS 120 VOLT DIN -RAIL CIRCUIT BREAKER ASSEMBLY IN THE EXISTING POWER PROTECTION CABINET TELCO SECTION. B. INSTALL A 20 AMPERE MOLDED CASE CIRCUIT BREAKER IN AVAILABLE SPACE IN THE ADJACENT PPC POWER SECTION LOAD CENTER. 5) GROUNDING A. 120 VOLT CIRCUITS: POWER CABLES MUST BE 3-WIRE WITH EQUIPMENT GROUND CONDUCTOR. 8. SUPPLEMENTAL GROUNDING: ALL GROUNDING HARDWARE MUST BE UL STAMPED AS SUITABLE FOR GROUNDING HARDWARE. C. RADIOS: BOND RADIO TO THE TOWER TOP OR SECTOR GROUND BAR WITH J6 AWG BARE SOLID TINNED COPPER WIRE (GREEN INSULATED ON ROOFTOPS). D. DIN -RAIL CIRCUIT BREAKER ASSEMBLY: BOND SURGE ARRESTOR TO PPC TELCO BOARD GROUND BAR. 6) MINOR MATERIALS A CONDUIT a. RIGID GALVANIZED STEEL CONDUIT (RGS): UL LISTED, COMPLIANT WITH ANSI STANDARD C80, HOT -DIP GALVANIZED, WITH THREADED FITTINGS. MANUFACTURES: ALLIED, REPUBLIC, WHEATLAND OR EQUAL. D. CORRUGATED FLEXIBLE CONDUIT: DURAUNE OR EQUAL c. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LFMC): UL LABELED, UV RESISTANT, FLAME RETARDANT PVC JACKET, HOT -DIP GALVANIZED, GREY, MANUFACTURER'S AFC, ANACONDA SOUTHWIRE OR EQUAL. J. PVC CONDUIT: SCHEDULE 40. CARLON OR EQUAL. B. CABINET HUBS AND CABLE TERMINATION FITTINGS: OZ GEDNEY OR ROXTEC B. COAXIAL CABLE JUMPERS: 1/2" LDF-4. MANUFACTURERS: COMMSCOPE, BITS OR FCT. C. FASTENERS AND HARDWARE a. TO SECURE RACEWAYS, UTILIZE NON CORRODING NON MAGNETIC METALLIC FASTENERS AND HARDWARE SUITABLE FOR THE PURPOSE. D. POWER CABLES- 3/C 012 SCOW BY SOUTHWIRE OR EQUAL. E. ETHERNET CABLES AND CONNECTORS: OUTDOOR RATED, CAT 5E, BELDEN OR EQUAL. F. FIBER CABLES: CORNING 'FREEDOM FAN OUT" OUTDOOR RISER CABLE, 4F, SINGLE MODE, OR EQUAL. G. RF TRANSPARENT PAINT FOR ANTENNA CONCEALMENT: SELECT NO/LOW CARBON PAINTS, WITH NO/LOW TITANIUM DIOXIDE, AND WITHOUT SUSPENDED METAL PARTICLES (ALUMINUM, ZINC, COPPER, ETC.) 7) COLOR CODING A COLOR CODE CABLES AND CONDUITS AS REQUIRED BY SPRINT STANDARD TS-0200. 8) TESTING AND CONSTRUCTION COMPLETE A SWEEP ALL COAXIAL CABLES ACCORDING TO SPRINT STANDARD TS-0200. B. PANEL ANTENNA ALIGNMENT - USING ELECTRONIC ALIGNMENT TOOL. AXIMUTH/DOWNTILT +/-1 DEGREE. C. LEAVE EQUIPMENT DE -ENERGIZED UNTIL INSTRUCTED BY THE COMMISSIONING AND INTEGRATION TEAM TO ENERGIZE. D. OTHER REQUIREMENTS AND DELNERABLES MAY BE REQUIRED BEFORE THE CONSTRUCTION COMPLETE MILESTONE CAN BE ACTUAUZED IN SITERRA (SPRINT'S DATABASE -OF -RECORDS). - - -- J THESE PLANS ANID ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT :t JAY B I�EESd SAY IN"ORDER T® �_ ePPLIC�+'L=,ICODES., PLANE PREPARED FOR: Sprint 65BO Sprint Parkway Overland Park Kansas 66251 PLANE PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY Mem OIeatllev 1401 rWJN PLVA CT.r.SUITE WINTER svRINas, FLLWag JOB NUMBER 317—Q4 AMERICAN TOWER CORPORATION 11e HUNTINGTONAVENnE 11TH FLOOR BOSTON, NA 0211e 11111111111//�, \y�OpHER jrkk �4.. zP �� ENSF .9fl�. • rE OF � 3 No 59739 r 2 J3 •• * 11�• 'O S-r '.<ORIOP';��: .Sc+. pRAWNG NOTICE: THESE DOCUMENTS ARE CON FIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. MI13XCO56 12200 W. ANGLE RD FORT PIERCE, FL 34945 GENERAL NOTES EHEETNUMBER: 1 N-1 9. PREPARATION 13. SPRINT GROUNDING REQUIREMENTS A. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTING SURFACES SHALL BE FIELD INSPECTED TO ENSURE A. CONTRACTOR SHALL INSPECT AND TEST ANY NEW OR EXISTING SPRINT GROUNDING SYSTEM WITH A BIDDLE-MEGGER PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING, DRILLING, OR ANY OTHER TESTER UTILIZING THE FALL OF POTENTIAL METHOD AND CONTACT CONSTRUCTION MANAGER IF RESISTANCE EXCEEDS 5 OPERATION SHALL BE RE -GALVANIZED IN ACCORDANCE WITH ASTM A780 USING "ZINC RICH" COATING AS MANUFACTURED BY ZRC OHMS AND SHALL FIELD MODIFY GROUNDING SYSTEM AS NECESSARY TO ACHIEVE COMPLIANCE. TEST RESULTS AND CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY, MASSACHUSETTS), OR ACCEPTABLE EQUAL. NO WASHERS ARE ALLOWED CONCLUSIONS SHALL BE RECORDED FOR PROJECT CLOSE-OUT DOCUMENTATION. BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON -OXIDIZING AGENT ("COPPER SHIELD") APPLIED PRIOR TO INSTALLATION. B. COAX CABLE OUTER CONDUCTORS SHIELDS SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS. INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET B. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON -OXIDIZING AGENT ("COOPER SHIELD"" BETWEEN GROUNDING KITS, APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED. C. GROUNDING CONDUCTOR CONSISTING OF #2 AWG TINNED SOLID BARE COPPER WIRE SHALL BE BONDED TO WAVEGUIDE 10. BUILDINGS ENTRY GROUND BAR USING CADWELD CONNECTIONS. A. ELECTRICAL CONTRACTOR SHALL PERFORM REQUIRED TESTING IN GROUNDING SYSTEM ONCE GROUNDING SYSTEM IS COMPLETELY D. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND CONSTRUCTED AND BEFORE SERVICE POWER AND GROUND IS CONNECTED (SEE NOTE 13A FOR TEST DESCRIPTION). BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS. B. A #4/0 AWG COPPER CONDUCTOR SHALL BE ROUTED FROM MASTER GROUND BAR AT BTS SITE TO MAIN METAL COLD WATER E. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE PIPE AND BONDED TO PIPE WITH BRONZE 2-HOLE PIPE CLAMP. CLAMP SHALL BE CONNECTED TO WATER PIPE WITHIN 5 FEET OF CONNECTED TO THE EXTERNAL GROUND RING USING #2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT. ENTRY OF PIPE INTO BUILDING WITH NO DEVICES BETWEEN ENTRY POINT AND CONNECTION AND SHALL COME IN CONTACT WITH PIPE FOR A MINIMUM DISTANCE OF 4 INCHES. F. WHEN COAX CABLES ENTER A BUILDING FROM A ROOF TOP, THE COAX GROUND BAR AT THE BUILDING SHAL BE CONNECTED TO THE MASTER GROUND BAR NEAR BTS USING #2 AWG STRANDED INSULATED COPPER CONDUCTOR (SEE C. METAL RACEWAYS, ENCLOSURES, FRAMES AND OTHER NON -CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT SHALL BE KEPT BUILDINGS NOTES ON THIS DRAWING FOR CONNECTION TO PRINCIPLE GROUND BAR AND BUILDING GROUND). AT LEAST 6 FEET AWAY FROM LIGHTNING ROD CONDUCTORS OR THEY MUST BE BONDED TO LIGHTNING ROD CONDUCTORS AT THE LOCATION WHERE SEPARATION DISTANCE IS LESS THAN 6 FEET. G. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION D. A MASTER GROUND BAR (MGB) SHALL BE INSTALLED NEAR BTS WITH BUILDING PRINCIPAL GROUND BAR (BPG) INSTALLED NEAR MANAGER UPON COMPLETION OF THE PROJECT. ENTRANCE OF MAIN METAL COLD WATER PIPE INTO BUILDING. A #4/0 AND STRANDED COPPER DOWN CONDUCTOR (VERTICAL GROUND RISER) SHALL BE USED TO INTERCONNECT GROUND BARS. H. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FORA PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED E. VERTICAL RISER SHALL CONSIST OF A #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR INSIDE 3/4" CONDUIT. IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. F. CONTRACTOR SHALL BE BOND BUILDING PRINCIPAL GROUND BAR (BPG) NEAR MAIN METAL COLD WATER PIPE TO EXISTING I. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. BUILDING GROUND RING AS WELL AS TO MAIN COLD WATER PIPE WITH #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR. J. ELECTRICAL METALLIC TUBING (EMT) OR -RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40, OR RIGID PVC G. ANTENNA GROUND BARS (AGE) SHALL BE INSTALLED NEAR ANTENNAS AND SHALL BE BONDED TO MASTER GROUND BAR (MGB) SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. WITH #2 AWG TINNED SOLID BARE COPPER CONDUCTOR. K. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE H. IF CODES REQUIRE VERTICAL RISER TO BE ISOLATED IN CONDUIT, PVC CONDUIT IS PREFERRED. IF METALLIC CONDUIT IS USED, VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF THE CONDUIT AND BONDED TO GROUND BARS USING #2 AWG L. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED (THWN) STRANDED COPPER CONDUCTORS WITH GREEN INSULATION. SHEET STEEL, SHALL MEET OR EXCEED UL 50. AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 11. LAND BUILDS AND CO -LOCATES M. METAL RECEPTACLE. SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR NON -CORRODING; SHALL A. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AROUND THE EQUIPMENT MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP FOUNDATION AND AROUND THE PERIMETER OF THE TOWER FOUNDATION. THE GROUND RODS SHALL BE 5/8" X 10'-0- COPPER OR BETTER) OUTDOORS. CLAD STEEL INTERCONNECTED WITH #2 SOLID TINNED BARE COPPER GROUND CONDUCTOR TO FORM A GROUND RING AT A DEPTH OF 30 INCHES BELOW THE SURFACE OF THE SOIL. A MINIMUM OF 1 FOOT AND A MAXIMUM OF 3 FEET CLEARANCES SHALL BE N. NONMETALLIC RECEPTACLES, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR MAINTAINED FROM FOUNDATIONS. TOWER AND EQUIPMENT GROUND RINGS SHALL BE INTERCONNECTED WITH TWO GROUNDING BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. CONDUCTORS OF EQUAL LENGTH AND MATERIALS. B GROUND RODS SHALL BE BONDED TO GROUND RINGS AND INTERCONNECTING CONDUCTORS AT EQUAL INTERVALS OF 0. CONTRACTOR SHALL PREFER TO SPRINT GROUNDING AND BONDING PRACTICE. APPROXIMATELY 10 FEET. C. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS. ADDITIONAL RF NOTES/ CONSTRUCTION REQUIREMENTS D. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. 1. AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED AFTER FINAL INSTALLATION OF ANTENNAS AND AISG E. BONDS TO ANTENNA MAST, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) CABLES HAVE BEEN CONNECTED. VERIFY OPERATION OF ALL EXISTING SPRINT AISG EQUIPMENT INCLUDING 800 MHZ, AND THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2-HOLE 1.9GHZ AND 2.5G. TEST INCLUDE COMPLETE DOWNTILT, AZIMUTH (IF APPLICABLE). DOCUMENT AISG TEST RESULTS IN COMPRESSION FITTINGS UNLESS OTHERWISE NOTED. COAX SWEEP TEST SPREADSHEET. F. GROUNDING CONDUCTORS MAKING A TRANSITION FROM ABOVE TO BELOW GRADE SHALL BE INSULATED FROM EARTH CONTACT 2. GENERAL CONTRACTOR MUST INSURE THAT NO OBJECT IS LOCATED IN FRONT OF ANTENNA THIS MEANS NO BY PASSING THROUGH A PVC CONDUIT. THE CONDUIT SHALL EXTEND AT LEAST 6 INCHES ABOVE AND 12 INCHES BELOW GRADE OBJECT IS TO BE LOCATED 45 DEGREES LEFT AND RIGHT OF FRONT OF ANTENNA OR 67.5 DEGREES FROM LEVEL. HORIZONTAL FROM TOP AND BOTTOM OF ANTENNA. IF THIS IS NOT POSSIBLE, CONTACT RF ENGINEER FOR FURTHER INSTRUCTION. IN ADDITION, 2.513 ANTENNA IS NOT TO BE PLACED IN FRONT OF ANY OTHER ANTENNA USING THE 12. LIGHTING PROTECTION SAME RULES AS ABOVE. THIS INCLUDES SPRINT AND NON -SPRINT ANTENNAS. A. IF EXISTING BUILDING HAS AN NFPA 780 AIR TERMINAL SYSTEM, EXISTING SYSTEM SHALL BE BONDED TO A GROUND BAR TO 3. GENERAL CONTRACTOR IS REQUIRED TO USE DIGITAL ATTACHMENT TOOL TO SET AZIMUTH, ROLL AND DOWNTILT. BOND THE EXISTING SYSTEM TO THE NEW SYSTEM. SHOULD THE EXISTING SYSTEM COME WITHIN 8 FEET OF ANTENNA AZIMUTH ACCURACY IS TO BE WITHIN 3 DEGREES. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS TO BE WITHIN 0.1 STRUCTURES, EXISTING SYSTEM SHALL BE BONDED TO COAX GROUND BARS. DEGREES. IF FOR SOME REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDATE AS -BUILT DRAWING AND EMAIL SPRINT-RF--ENGINEER- WITH-AS-BOIL+-SETTINGS—USE-3Z-RF-ALIGNMENT TOOL OR EQUIVALENT TOOL. B. IF SITE IS IN A HIGH RISK AREA AND ANTENNAS 00 NOT FALL WITHIN EXISTING CONE OF PROTECTION FOR BUILDING, AIR HTTP://WWW.3ZTELECOM.COM/ANTENNA-ALIGNMENT-TOOL/ TERMINALS SHALL BE INSTALLED AT ANTENNAS. A SINGLE AIR TERMINAL MAY BE USED WHEN TWO ANTENNAS ARE MOUNTED ON SAME STRUCTURE AND IT HAS BEEN DETERMINED THAT BOTH ANTENNAS WILL FALL WITHIN LIGHTING CONE OF PROTECTION FOR SINGLE AIR TERMINAL. I UE C PP Sprint 6580 Sprint Parkway Overland Park Kansas 66251 PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY Me solutions me endless 1401 TOWN PVSA CT. SUITE zwa W WSA 5PRINGS. FL 32708 ,LOB NUMBER 317-404 PARTNER: AMERICAN TOW=R CORPORATION 116 HUNPNGTON AVENUE. I ITH FLOOR BOSTON.MAWI13 `� \��%p HER �j �10E SF999R No 9739 2 • 11--21--17 3 0TIAOF % FR 10 Q. .N�.a DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. RENSIONS: DESCRIPTION DATE BY REV 191DI FOR CONSTRUCTION 11/21/17 NO 0 ISRIDI FDt RFNFN 10/24/17 MO A ANGLE ROAD MI13XCO56 12200 W. ANGLE RD FORT PIERCE, FL 34945 GENERAL NOTES BHEEf NUMBER: N-2 PLANS PREPARED FOR: GENERAL CONSTRUCTION NOTES GENERAL A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES. C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL. D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC. TO MATCH EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR. F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. 2. EXCAVATIONS/FOUNDATION A. FOUNDATION EXCAVATION SHALL BE HAND —TRIMMED TO REMOVE LOOSE MATERIALS. B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS —ON —GRADE AND FOOTINGS SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. D. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. 3. CONCRETE A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (31.5%) WITH A MAXIMUM 4" SLUMP, AND HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE NOTED. D. MAXIMUM AGGREGATE SIZE SHALL BE 1". E. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: ASTM C 150, TYPE I REINFORCEMENT: ASTM A 615, GRADE 60 NORMAL WEIGHT AGGREGATE: ASTM C 33 WATER: DRINKABLE ADMIXTURES: NON —CHLORIDE CONTAINING F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM YIELD STRENGTH Fy= 60 KSI. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH ........ 3" 2. CONCRETE EXPOSED TO EARTH, WEATHER .........................2" 3. SLABS....................................................3/4" 4. ALL OTHER CONCRETE—..................................1 1/2" H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. GENERAL CONSTRUCTION NOTES CONT. F C002" IL I. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. J. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301. K. DO NOT WELD OR TACKWELD REINFORCING STEEL. L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 0. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. R. FOR COLD —WEATHER AND HOT —WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. S. PROVIDE A STEEL TROWEL FINISH TO THE SLAB. 4. ANTENNA SUPPORT BRACKET NOTES (IF APPLICABLE) A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL. DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, DESIGN LOADS, AND ALL OTHER PERTINENT DATA. B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS AND COAXIAL CABLES AS SHOWN. 5. STRUCTURAL STEEL NOTES A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE RISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE FROM STEEL MEETING THE REQUIREMENTS OF ASTM—A36 WITH A MINIMUM YIELD STRESS OF 36 KSI. ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM. C. ALL DINGS, SCRAPES, MARS, AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED BY FIELD TOUCH—UP PRIOR TO COMPLETION OF THE WORK. D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT —DIP GALVANIZED ACCORDING TO ASTM A123. TOUCH—UP FIELD WELDS AND ABRADED AREAS W/2 COATS OF GALVANIZED PAINT, ZRC COLD GALVANIZING COMPOUND OR APPROVED EQUAL. E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. F. CONNECTIONS: 1. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 2. NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE. 5/8" DIA. GALVANIZED ASTM A307 BOLTS UNLESS NOTED OTHERWISE. G. SAFETY NOTES: 1. THE CONTRACTOR WILL ADHERE TO ALL SAFETY REGULATIONS, LOCAL, STATE AND FEDERAL. 2. THE CONTRACTOR WILL CONDUCT DAILY SAFETY TAILGATE MEETINGS IN ADDITION TO WEEKLY SAFETY MEETINGS. THESE REPORTS WIIL BE MADE AVAILABLE TO THE OWNER UPON REQUEST. 3. ALL WORKERS & VISITORS TO THE SITE SHALL WEAR HARD HATS & ANY OTHER SAFETY EQUIPMENT REQUIRED BY THE WORK BEING PERFORMED ON THE SITE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY. FIELD INSPECTORS THAT- � ;tdAY ®L' NECESd. RY IN ORDER TO CO�J�P6Yi�1(� a; ';, IGC0b€S .: _. . Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY Me soleHons are endless 1401 TOWN PVSA CT. SUITE 21N0 W NTER SPRINGS. FL M708 oINP, R. JOB NUMBER 30-404 AM=.RICAN TOW=R CORPORATION 116 HUNTINGTON AVENUE, I ITH FLOOR BOSTON,MA02116 ENGINEERING LICENSE: IIfU 111111 ' \y-,IV OPHER ✓�4q"Ii ��C No 59739 •��� �9�• S 1L-21-17 ��'� OF 4t2` �itn ` % AL EN�,�� THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. SHEETDESCRIPTION: GENERAL NOTES SHEETNUMBER: N-3 FOR: u EXISTING CARRIER EQUIPMENT SHELTER d e EXISTING H—FRAME WITH METER G GANG d 10'-0* EXISTING 300'-0' e SELF-SUPPORT TOWER d d ° e ° d e d e ed EXISTING GENERATOR s WA w e m Y" ' A-M_ � EXISTING CABLE BRIDGE (1YP.) EXISTING CHAIN LINK FENCE EXISTING SPRINT TELCO EXISTING SPRINT 10'—O"xl7'—C CONCRETE EQUIPMENT PAD EXISTING SPRINT CONCRETE PAD 0 r EXISTING SPRINT ICE BRIDGE EXISTING SPRINT BBS CABINET EXISTING SPRINT RBS CABINET THESE PLANS AND ALL PROPOSED WORK EXISTING CARRIER = SUBJECT TO ANY CORRECTIONS EQUIPMENT REQUIRED BY FIELD ••.•1 i SHELTER ! INSPECTORS . ' CODES' N INFORMATION CONTAINED "THIN DRAWINGS IS BASED ON PROVIDED INFORMATION. CONTRACTOR TO 5' 0 5' 10' 20' VERIFY PRIOR TO CONSTRUCTION. L COMPOUND PLAN SCALE: 11"x17" SHEET 1" = 10'-0" - SCAI F- 74%36" SHFFT 1" = 5'-0" Sprint 6500 Sprint Parkway Overland Park, Kansas 66251 INFINIGY9 FROM ZERO TO INFINIGY Me wtuNons are endless 1401 TOWN Pl kZA CT. SURE 3W0 WINTER SPFUNGS FLSPOB crtu•ISR, uauq JOB NUMBER 317-M4 AM=RIC %N TOW=R CORPORATION 116 HUNTINGTON AVENUE, I ITH FLOOR BOSTON, MA 02116 ENGINEERING LICENSE: HER E U •. y4 999� No 59739 Z o•• S ATE OFF lV` THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. ANGLE ROAD MI13XCO56 12200 W. ANGLE RD FORT PIERCE, FL 34945 SHEETOESCRIPTION: COMPOUND PLAN SHEETNUMBER: c- ENNAS EXISTING SPRINT ANTENNAS (TYP. OF I PER SECTOR, TOTAL OF 3) GAMMA SECT( EXISTING SPRINT RRU (TYP. OF 2 PER SECTOR, TOTAL OF 6) of ALPHA SECTOR a im 1111111L r EXISTING ANTENNA PLAN I SCALE:NOTTOSCALE1 21 ALPHA SECTOR 1 PROPOSED SPRINT ANIENNI S ti H1 (TYR OF I PER SECTOR, TOTAL OF J) Pti PROPOSED SPRNT RRUS EXISTING SPRINT ANTENNAS (tM.. OF i PER SECTOR, (TYP. OF I PER SECTOR, TOTAL OF 3) TOTAL OF J) GAMMA SECTOR THESE PLANS AIJD k*LL PROPOSED WOR EXISTING SPRINT RRU ARE SUBJECT TO ANY CORRECTIONS ( REQUIRED BY FIELD INSPECTORS THAT(TYP. OF 2 PER SECTOR, TOTAL OF 6) itIAAY BC f�ECESS fly.fN eIRDE.R T® AZ'zp C®"AP<,Y�Vi(I���L F°LICr1 -,,CODES; BETA SECTOR N 4Z Sprint 65BO Sprint Parkway Overland Park Kansas 66251 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY Me Solutions ere endless 14NTOwNPL GT.SUITE2W0 WWER SPRINGS. FL ]POB �•e RLNwau¢1 JOB NUMBER 317-404 AM=RICAN TOW=R CORPORATION 116 HUNTINGTON AVENUE, I ITH FLOOR BOSMN, MA M11B ENGINEERINGUCENSE: `�irrnungr GOPHER ✓ 10 `�„ �5 • 'E qj �9 ��l * N ,59739 9��* o• ATE OF *4U �. :,�5�� OR 1 O N�\�,,: A L E. ORAWNGNOTCE, THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. WNa :•:11 ISTIMMIZI 12200 W. ANGLE RD FORT PIERCE, FL 34945 TOWER ELEVATTON AND ANTENNA ORIENTATION TOWER ELEVATION SCALE: NOT TO SCALE I 1 PROPOSED ANTENNA PLAN ISCALE:NOT TOSCALEI 3 C_2 ANTENNA MOUNTING POLE In@ 124 1. AISG TESTS TO VERIFY OPERATION IS TO BE PERFORMED AFTER FINAL INSTALLATION OF ANTENNAS AND AISG CABLES HAVE BEEN CONNECTED. VERIFY OPERATION OF ALL EXISTING SPRINT AISG EQUIPMENT INCLUDING SOOMHZ, 1.9GHZ AND 2.5GHZ. TEST INCLUDES COMPLETE DOWNTILT, AZIMUTH (IF APPLICABLE) AND BEAMWIDTH SWINGS (IF APPLICABLE). DOCUMENT AISG TEST RESULTS IN COAX SWEEP TEST SPREADSHEET. 2. GENERAL CONTRACTOR MUST ENSURE THAT NO OBJECT IS LOCATED IN FRONT OF ANTENNA. THIS MEANS NO OBJECT IS TO BE LOCATED 45 DEGREES LEFT AND RIGHT OF FRONT OF ANTENNA OR 67.5 DEGREES FROM HORIZONTAL FROM TOP AND BOTTOM OF ANTENNA. IF THIS IS NOT POSSIBLE, CONTACT RF ENGINEER FOR FURTHER INSTRUCTION. IN ADDITION, 2.5GHZ ANTENNA IS NOT TO BE PLACED IN FRONT OF ANY OTHER ANTENNA USING THE SAME RULES AS ABOVE. THIS INCLUDES SPRINT AND NON —SPRINT ANTENNAS. 3. GENERAL CONTRACTOR IS REQUIRED TO USE A DIGITAL ALIGNMENT TOOL TO SET AZIMUTH, ROLL AND DOWNDLT. AZIMUTH ACCURACY IS TO. BE WITHIN 3 DEGREES. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) IS TO BE WITHIN 0.1 DEGREES. IF FOR SOME REASON THIS ACCURACY CANNOT BE ACHIEVED, UPDATE AS —BUILT DRAWINGS AND EMAIL SPRINT RF ENGINEER WITH AS —BUILT SETTINGS. US 3Z RF ALIGNMENT TOOL OR EQUIVALENT TOOL HTTP://WWW.3ZTELECOM.COM/ANTENNA—ALIGNMENT—TOOL/ ANTENNA MOUNTING DETAIL DETAIL IS DIAGRAMMATIC. CONTRACTOR TO INSTALL RRU'S AND/OR RRU'S W/A2 MODULES ON RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION. PROPOSED MOUNTING BRACKET (TYP) e PROPOSED ANTENNA (TYP) 0 PROPOSED MOUNTING BRACKET (TYP) SCALE: NOT TO SCALE) 1 1O 1%"Xl%" UNISTRUT (6" LONG) QS NEW ROUND MEMBER ADAPTER SIZED FOR PIPE SUPPORT Q2 4" PIPE HANGER © NEW CABLE BREAKOUT CYLINDER O EXISTING SUPPORT PIPE O NEW HYBRID CABLE ® NEW STANDOFF BRACKET ANDREW PART NO. 30848-4. CONTRACTOR TO ® NEW FIBER & POWER CABLES SUPPLY 3/8" CONNECTION HARDWARE FROM BREAKOUT CYLINDER HYBRID BREAKOUT CYLINDER DETAIL SCALE:NOTTOSCALE 2 EXISTING MOUNTING RRU PROPOSED MOUNTING BRACKET (TYP. OF 2 PER RRU) Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 INFINIGY8 FROM ZERO 70 INFINIGY Me soluNvm are entllev uol TawN PLAZA cr sulre zwB 1MMER GPRINGS, FL R100 w�.PR,.....e, .DB NUTABER 317-404 m THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS IN�IS�Pq�ECBTOCR�S THAT REQUIRED BY MELD INSPECTORS h".'MAY BLi.N6�Pi� iR1"111i. 17D$:i..To MIA PARTNER: C®PPL1+6bPtw I�'ELICA3�d /TINT=RICAN TOW=R CORPORATION 118 HUNTINGTON AVENUE, IITH FLOOR BOSTON. MA 02116 PROPOSED RRU TOP VIEW NOTES: 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. PROPOSED ANTENNA MOUNTING PIPE (TYP.) RRU SUPPORT KIT (IF SUITABLE) OR ERICSSON RRU SUPPORT KIT (WHERE REQUIRED) 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT' CONDITION AS DEFINED BY AISC. EXIS MOU'. RRU (TYP.) BACK VIEW IRT KIT (IF SUITABLE) OR ZRU SUPPORT KIT (WHERE ENGINEERING LICENSE: \y�Op H ER j tp 9 59739 • "t9�2 :jr O ;"STATE OF 4U ORTQP:\e��.` "re"'ON AL ORAWNGNOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. FOR I urI I 07i 1 I 12200 W. ANGLE RD FORT PIERCE, FL 34945 DETAILS SCALE: NOT TO SCALE 3 11 3 4.6" ---- FRONT SIDE MANUFACTURER: COMMSCOPE MODEL TTTT-65AP-1XR WEIGHT: 33.3 LBS I-W4ZG_W1j3[ 1N OGoO 12' TOP SCALE: NOTTO SCALE I 1 1mmomma1 ■■■■.■I FRONT MANUFACTURER: ERICSSON MODEL RRUS-82 WEIGHT: 59LBS 10o1moganimmm -yi•i' k � � e 1 I •g i u iuu u i miiuuummmmu THESE "LAMS AND A''L PROPOSED WORK TOP ARE SUBJECT TO ANY CORRECTIONS .,REQUIRED BY FIELD INSPECTORS THAT PRAY- O? NECESEARYIN.Ot1DECT0 C074PLYliliib."11.r°aPN'LICAr-1 reo' " SCALE: NOT TO SCALE 1 2 SCALE: NOT TO SCALE 1 4 NOT USED SCALE:NOTTO SCALEI 3 SCALE: NOT TO SCALE 1 5 Sprint 6580 Sprint Parkway Overland Par, Kansas 66251 PLPNG PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY the solo6ons ere endlem I.., iP CT. SUITE2W0 HINTER SPRINGS, FL WO CRa•(810uu.R JOB NUMBER 317-4 MLA PARTNER: A1VI=RICAN TOWER CORPORATION I I B HUNTINGTON AVENUE IITH FLOOR BOSTON, MA U116 THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. ANGLE ROAD MI13XCO56 12200 W. ANGLE RD FORT PIERCE, FL 34945 DETAMS SHEETNUMBER: C-4 PREPARED FOR: ANTENNA & CABLE SCHEDULE ANTENNA SECTOR ANTENNA MODEL # ANTENNA CABLE DESCRIPTION ANTENNA CABLE VERTICAL LENGTH ANTENNA CABLE HORIZONTAL LENGTH (P) COMMSCOPE TTTT65AP-1XR ALPHA (E) RFS APXV9ERR18-C (1) 1 1/4" DIA. HYBRID CABLE (E) 257'-0" 30'-0" (P) COMMSCOPE TTTT65AP-1XR BETA (E) RFS APXV9ERR18-C (1) 1 1/4" DIA. HYBRID CABLE (E) 257'-0" 30'-0" (P) COMMSCOPE TM65AP-1XR GAMMA (E) RFS APXV9ERR18-C (1) 1 1/4" DIA. HYBRID CABLE (E) 257'-0" 30'-0" NOTE: HORIZONTAL DIMESIONS HAVE BEEN ESTIMATED FROM THE WIDEST PORTION OF THE TOWER THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ;- MY:BL NECESSARY 19RDEP;TO % dO�hPLY.��f.fW ffi L'�#PF1LI®.. SCALE: NOT TO SCALE Sprint 6580 Spdnl Parkway Overland Park Kansas 66251 PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY Me solutions are endless 1401 TPNN PV Or. SUITE M40 WINTER SPRINGS, FL=05 aru�laa u.ua JOB NUMBER .Bn-w AMERIC UM TOWER CORPORATION 110 HUNTINGTON AVENUE, IITH FLOOR BOSTON, MA U116 • ENGINEERING LICENSE: 111111111////// y,�OpHER J yL-��i O�P No •9739 A9.9�2 i 33 STA 11-21-17 : 4 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE UPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE Ett REV ISRIEO FOR CWSIRUCnON 11/21/I7 NO 0 MOD FOR RENEW 10/24/17 NO A ANGLE ROAD MI13XCO56 12200 W. ANGLE RD FORT PIERCE, FL 34945 SHEETOESCRIPRON: ANTENNA & CABLESCHEDULE SHEET NUMBER: C-5 PIANSPREPAREDFOR: PROPOSED RRU (TYP.) (CONFIRM WITH LATEST RFDS FINAL COUNT AND MODEL NUMBERS) — EXISTING GROUND (TYP. PER SECTOI PROPOSED $6 AWG BARE SOLID TINNED COPPER CONDUCTO PROPOSED #6 AWG BARE SOLID TINNED COPPER CONDUCT01 TO TOWER BOTTOM GROUND BAR MOUNTING PIPE PROPOSED SPRINT ANTENNA PROPOSED #6 AND BARE SOLID TINNED COPPER CONDUCTOR RRU STAINLESS STEEL _ —TWO HOLE COPPER HARDWARE �I I--� COMPRESSION TERMINAL GROUNDING I M I , GROUNDING BAR ELEVATION EXISTING LOCKWASHER (TYP.) FLAT WASHER (TYP.) 1/2"X1-1/2" HEX BOLT NUT �J? (STAINLESS STEEL) GROUND BAR GROUNCABLEEXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE SECTION "A —A" COMPRESSION TERMINAL (TYP.) NOTE: 1. "DOUBLING UP" OR "STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. THESE PLAINS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED ®Y FIELD INSPECTORS THAT t';7AY.B11 NECESS RY iN �RCE�; TO COPPLY,� INA LAPKICAL"'AM E& Sprint 6580 Spnnt Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY Me solueans are endless 1401 TOWN PLAZA CT. SUITE ]WO VANTEN SPRINGS. FL U708 JOB NIIRBER 317-404 AAm=RIC %N TOW=R CORPORATION 118 HUNTINGTON AVENUE. I ITH FLOOR BOSTON. MA M116 ENGINEERING UCENSE: \\\� GOPHER Ur `LI.- IV q9 No 59739 2 :' STATE 11-21-17 ; JZ •Q; E OF 44� Si•<OP ��4-cl ORI DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. ANGLE ROAD MI13XCO56 12200 W. ANGLE RD FORT PIERCE, FL 34945 GROUNDING DETAILS Pit owl z1vilzLemol1 SCALE: NOT TO SCALE j I SCALE: NOTTO SCALE 1 2 11 G 1 PREPARED FOR: TYPE 2 CONFIGURATION Existing Future THESE PLANS AND KLL PROPOSED WORK T ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT CIAY:BE NECFSPRYIN ORDER TO:: _. COP�PI,Y,tiVfTH„ l e`PftIWllC00ES. SCALE: NOT TO SCALE I 1 Sprint 6580 Sprint Parkway Ovedand Park, Kansas 66251 INFINIGY9 FROM ZERO TO INFINIGY Me solutions ore Endless 1401 TOWN PLAZA CT. SUITE 2040 WNTER SPRINGS, FL ]n00 orte.laTBwuo JOB NUMBER 3I7-404 AM=RICAN TOW=R CORPORATION 110HUNTINGTONA%f NUE, IITH FLOOR BOSTON, NA CL116 11111I I I I118r, HER * NoC59739 999�2 11-21-17ST : Q TE OF 411 �OFS.40R10p���: EN% THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE E%PRESS WRITTEN CONSENT OF SPRINT. NAME: ANGLE ROAD CASCADE: MI13XCO56 ADDRESS: 12200 W. ANGLE RD FORT PIERCE, FL 34945 PLUMBING DIAGRAM SHEETNUMBER: RF-1 PLANS PREPARED FOR: FREQUENCY COLOR CODE EXAMPLE SECTOR 2 AND CABLE 2. (SSOMH,,RAD1041) EXAMPLE SECTOR 3 AND CABLE 1, H WO. iz RADIO#I) EXAMPLE SECTOR 2 AND CABLE 4, (8001viHz RADIO MI AND 1900NDiz RADIO NED I) RRH CABLE MARKING LOCATIONS DIAGRAM CABLE MARKING LOCATION TABLE TAPE TAG LOCATION X EACH TOP-TUNIER SHALL BE COLOR CODED WITH (1) SET OF 3' WIND BANDS. EACH MAIN CABLE SHALL BE COLOR CODED WITH (I) SET OF 3' WIDE BANDS NEAR THE X TOP-3USPER CONNECTION AND PRIOR TO ENTERING THE BTS OR TRANSWTTER BUILDING. X MARKING TAGS SHALL BE ATTACHED AT CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH(1)SET OF 3/4'WIDE BANDS ON X EACH END OF BOTTOMlUN(PER 2500MHz RADIO CALIBRATION CABLE COLOR CODE 2500 MHz#1 CAL CABLE -SECTOR CABLES FIRST RING SECOND RING THIRD RING FOURTH RING FIFTH RING SIXTH RING 1 ALPHA 1 _ [ELLOW — _ YELLOW _ WHITE — — 2BETA 2 ,YELLOW -_RYE OW_ _ YELLOW WHITE 3GAMMA 3 -' IYELLOW _- �WV YELLOW — _-- YELLOW WHITE 25D0MHz#2CAL CABLE -SECTOR CABLES FIRSTRING SECOND RING THIRD RING FOURTH RING FIFTHRING SIXTHRING 1ALPHA 1 _ (YOWL_. ELL _ BELLOW LVELLOW'. ._l 0 YELL W �YELIOWf _ VELLOWjI PURPLE �YELLDWI -- 2BETA 2 PURPLE _ IYELLOW PURPLE 3 GAMMA 3 F Lt ® �� NOTES: 1. ALL CABLES SHALL BE MARKED WITH 2' WIDE, W STABILIZED, UL APPROVEDTAPE ' 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2' FROM THE END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER THERE SHALL BE A 1° SPACE BETWEEN EACH RING FOR THE CABLE IDENTIFIER, AND NO SPACES BETWEEN THE FREQUENCY BANDS. 3. A r GAP SHALL SEPARATE THE CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. THE 2- COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES_ 4. ME 2' COLORED TAPES) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE 5. SITES WITH MORE THAN FOUR (4) SECTORS WILL REQUIRE ADDITIONAL RINGS FOR EACH SECTOR FOLLOWING THE PATTERN. HIGH CAPACITY SITES WILL USE THENEXT COLOR IN THE SEQUENCE FOR ADDITIONAL CABLES IN EACH SECTOR 6. HYBRID FIBER CABLE SHALL BE SECTOR IDENTIFIED INSIDE THE CABINET ON FREQUENCY BUNDLES, ON THE SEALTITE, ON THE MAIN LINE UPON EXIT OF SEALTITE, {SND BEFORE AND AFTER THE BREAKOUT UNIT (MEDUSA), AS WELL AS BEFORE AND AFTER ANY ENTRANCE OR EXIT. T. HFC'MAIN TRUNK' WELL NOT BE MARKED WITH THE FREQUENCY CODES, AS IT CONTAINS ALL FREQUENCIES. !9(?(�q �p� S. INDIVIDUAL POWER PAIRS AND FIBER BUNDLES SHALL BE I'PTT WITH BOTH THE CABLE AND FREQUENCY. C�C PLANS AND ALL PROPOSED WI ARE SUBJECT TO ANY CORRECTIOA REQUIRED BY FIELD INSPECTORS TH IdEQES"',Rt-IN - DEp TO ,- _ SPRINT CABLE COLOR CODE - SECTOR CABLE FIRST RING SECOND RING THIRD RING 1 ALPHA I GREEN NO TAPE NO TAPE 2 BLUE NO TAPE NO TAPE 3 BROWN NO TAPE NOTATE 4 WHITE NOTAPE NOTAPE 5 RED NOTAPE NOTAPE 6 GREV NO TAPE NOTAPE 7 PURPLE NO TAPE NOTATE 2 BETA B 1 ORANGE GREEN NO TAPE GREEN NOTAPE NOTAPE 2 BLUE BLUE NO TAPE 3 BROWN BROWN NO TAPE 4 WHITE WHITE NO TAPE 5 RED RED NO TAPE 6 GREY GREY NOTAPE 7 B PURPLE ORANGE PURPLE ORANGE NO TAPE NO TAPE 3GAMMA 7 2 3 —4 _ 5 6 GREEN BLUE BROWN WHITE RED GREY GREEN BLUE BROWN WHITE REO GREY GREEN BLUE BROWN WHITE RED GREV 7 B PURPLE ORANGE PURPLE ORANGE PURPLE ORANGE Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY Me SoluNoRs are endless 110ITONNPW CT.SUITE2U0 WWER SPRINGS, FL U706 ow•mnu•us JOB NUMBER 317-M4 AM=.RICAN TOWER CORPORATION 116 HUWINGTON AVENUE. I1TH FLOOR BOSTON. MAUL I6 OPH ER \y�III,, j �!i�i 4IV No 739 •.�2 ' 11-21-17 • (� ` .ems '•. O R I DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AN D ARE THE SOLE PROPERTY OF SPRI NT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. FOR MI13XCO56 12200 W. ANGLE RD FORT PIERCE, FL 34945 ANTENNA & CABLE COLOR CODING ANTENNA & CABLE COLOR CODING SCALE:NOTTOSCALE 1 11 IRA —2 � ro