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HomeMy WebLinkAboutPROJECT INFORMATIONSCANNED BY ;t Lucie County Sprin 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, 2017 6TH EDITION ANSVEIA/TIA-222-G -NATIONAL ELECTRICAL CODE 2014, NFPA 70-2014 -FLORIDA FIRE PREVENTION CODE 2017 6TH EDITION -FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION DESIGN CRITERIA: 2017 FLORIDA BUILDING CODE, 6TH EDITION, BASED UPON ULTIMATE 3-SECOND GUST WIND SPEED OF 150 MPH CONVERTED TO A NOMINAL 3-SECOND GUST WIND SPEED OF 117 MPH PER SECTION 1609.3.1 AS REOUIRED FOR USE IN THE TIA-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 SPRINT CASCADE M 133XCO29 ATC ASSET NAME RIM DITCH ATC ASSET NUMBER 2723 SITE ADDRESS ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE -D BY DATE MUST BE KEPT ON JOB NO INSPECTION WILL BE THESE PLANS AND a•LL PROPOSEDWORK ARE, SUDJE.CT TO ANY CORRECTIONS RE't"UR"D UY FIELD INSPECTORS THAT IN ST, COMPL°/7'1j rH 1,1 ,`lpPLIwA CODE& 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 PROJECT TEAM AMER1C %N INFIRNIGYg TOWER FROM Me soloHors are endless CORPORATION 1401 TOWN PLAZA CT. SUITE 2040 116 HUNTINGTON AVENUE, IITH FLOOR WINTER SPRINGS. FL 32708 ' BOSTON, MA 02116 OFFICE #: (678) 444-4463 PROJECT MANAGER ENGINEER PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY AN EXISTING UNMANNED — -- NOTES: — TELECOMMUNICATION FACIUTY: CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY • INSTALL (3) PROPOSED PANEL ANTENNAS THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE • INSTALL (3) NEW RRU'S PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. • INSTALL (9) STIFF ARM KITS • REPLACE EXISTING ANTENNA MOUNT PIPES W/ 2.875. OD SCH CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE. 40 PIPE IE0EUMC MAR 2 0 Rm PROJECT SUMMARY TOWER OWNER: AMERICAN TOWER CORP. 116 HUNTINGTON AVENUE BOSTON, MA 02116 617-375-7500 LATITUDC 27.36699' N LONGITUDE-80.61103' W ZONING JURISDICTION: ST LUCIE COUNTY SPRINT CONSTRUCTION TBD MANAGF:R� ..- 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 Sprint 65BO Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY the soIM6oIR are endless IQ, TGKNPLRAGT. SUITE 9No W NTPR SPRINGS, FLS IFe.M1ml uuW JOB NUIIBLR 3I7-404 •MIAPAATNER: AM=.RIC %N TOWER CORPORATION 116 HUNTINGTONAVENUE, IITH R.GOR BOSTON,MA02116 • ENGINEERING LICENSE: 111111111/// OPHER J 6Li��i AG 19 (n i N 59739 •• 2 L *; �9 ; SATE 03-16-18 �0RPn.\ DRAWNG 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. REVISIONS: DESCRIPTION I DATE I BY REV 1E FOR CONSIRUCRTN OT/OB/IB JUDA SELL) FOR CIM MOUN 01/11Aa ISSUED FOR RUN 10/Zi/1) SRENAME RIM DTfCH SITE CASCADE: MI33XCO29 SITEADDREBS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEET OESLRPRON: TITLE SHEET & PROJECT' DATA SHEET NUMBER T-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 a. ALL CABLES MUST BE OUTDOOR RATED AND HAVE UV RESISTANT OUTER JACKETS. b. 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. J. 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. GPS ANTENNAS d. FILTERS e. 120 VOLT DIN -RAIL CIRCUIT BREAKER ASSEMBLY 3) TOWER INSTALLATIONS A MEET ALL REQUIREMENTS OF THE TOWER OWNER. B. INSTALL CORRUGATED FLEXIBLE CONDUIT UP THE TOWER TO COMPANY'S RAO 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. UTIUZE 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. B. 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 #6 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. b. CORRUGATED FLEXIBLE CONDUIT: OURAUNE OR EQUAL c. UOUID-TIGHT FLEXIBLE METALLIC CONDUIT (LFMC): UL LABELED, UV RESISTANT, FLAME RETARDANT PVC JACKET, HOT -DIP GALVANIZED, GREY, MANUFACTURER'S AFC, ANACONDA, SOUTHWIRE OR EQUAL. d. PVC CONDUIT: SCHEDULE 40. CARLON OR EQUAL. e. CABINET HUBS AND CABLE TERMINATION FITTINGS: OZ GEDNEY OR ROXTEC B. COAXIAL CABLE JUMPERS: 1/2" LDF-4. MANUFACTURERS: COMMSCOPE, FPS OR FCT. C. FASTENERS AND HARDWARE a. TO SECURE RACEWAYS, UTILIZE NON CORRODING NON MAGNETIC METAWC FASTENERS AND HARDWARE SUITABLE FOR THE PURPOSE. D. POWER CABLES- 3/C 012 SOOW 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 AUGNMENT - USING ELECTRONIC ALIGNMENT TOOL AXIMUTH/DOWNTILT +/-I 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 ACTUALIZED IN SITERRA (SPRINT'S DATABASE -OF -RECORDS). rnEsE p. 4 A}11' " -QU hsAAV'v �'F@4I 7r,D QCr rOAAf FI70 F"SED vv' 4 Pypi&D �pCR?ECr �ShK ll4y r,'iy` t"et /N EC 10 " I=�i� � ¢RS TRAr OvES FLANS PREPARED FOR: Sprint 6580 Sprint Parkway OYeriand Park, Kansas 66251 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY the soleHom ore endless 1401 TOWN PL ST. SUITE Me WNTERSPRINSS.FLW05 aN.r1RN....m JOB NUMBER 311-404 AMERIC IN TOWER GORPORNTION 116 HUNRNGTON AV E. 11TH FLOOR BOSTON, MA SO 16 11 1 J 59739 p :, ESTATE DOFs-1B:4U �� F •cC O O 4.So R 1 DRAWING 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: FM SITE NAME RIM DITCH SITE CASCADE MI33XCO29 SITEADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEETOEWRIPTION: GENERAL NOTES SHEET NUMBER 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 B. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO TO INSTALLATION. 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 A. ELECTRICAL CONTRACTOR SHALL PERFORM REQUIRED TESTING IN GROUNDING SYSTEM ONCE GROUNDING SYSTEM IS COMPLETELY CONSTRUCTED AND BEFORE SERVICE POWER AND GROUND IS CONNECTED (SEE NOTE 13A FOR TEST DESCRIPTION). B. A #4/0 AWG COPPER CONDUCTOR SHALL BE ROUTED FROM MASTER GROUND BAR AT BTS SITE TO MAIN METAL COLD WATER PIPE AND BONDED TO PIPE WITH BRONZE 2—HOLE PIPE CLAMP. CLAMP SHALL BE CONNECTED TO WATER PIPE WITHIN 5 FEET OF 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. ENTRY GROUND BAR USING CAOWELD CONNECTIONS. D. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS. E. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER, THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE EXTERNAL GROUND RING USING Q2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT. 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 G. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. LOCATION WHERE SEPARATION DISTANCE IS LESS THAN 6 FEET. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION 0. 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 AWG STRANDED COPPER DOWN CONDUCTOR (VERTICAL H. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF GROUND RISER) SHALL BE USED TO INTERCONNECT GROUND BARS. 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. F. CONTRACTOR SHALL BE BOND BUILDING PRINCIPAL GROUND BAR (BPG) NEAR MAIN METAL COLD WATER PIPE TO EXISTING BUILDING GROUND RING AS WELL AS TO MAIN COLD WATER PIPE WITH #4/0 AWG (THWN) STRANDED COPPER CONDUCTOR. G. ANTENNA GROUND BARS (AGS) SHALL BE INSTALLED NEAR ANTENNAS AND SHALL BE BONDED TO MASTER GROUND BAR (MGB) WITH #2 AWG TINNED SOLID BARE COPPER CONDUCTOR. H. IF CODES REQUIRE VERTICAL RISER TO BE ISOLATED IN CONDUIT, PVC CONDUIT IS PREFERRED. IF METALLIC CONDUIT IS USED, GROUNDING BUSHINGS SHALL BE INSTALLED ON EACH END OF THE CONDUIT AND BONDED TO GROUND BARS USING #2 AWG (THWN) STRANDED COPPER CONDUCTORS WITH GREEN INSULATION. 11. LAND BUILDS AND CO —LOCATES A. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS UNIFORMLY SPACED AROUND THE EQUIPMENT FOUNDATION AND AROUND THE PERIMETER OF THE TOWER FOUNDATION. THE GROUND RODS SHALL BE 5/8" X 10'-0" COPPER 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 MAINTAINED FROM FOUNDATIONS. TOWER AND EQUIPMENT GROUND RINGS SHALL BE INTERCONNECTED WITH TWO GROUNDING CONDUCTORS OF EQUAL LENGTH AND MATERIALS. B. GROUND RODS SHALL BE BONDED TO GROUND RINGS AND INTERCONNECTING CONDUCTORS AT EQUAL INTERVALS OF APPROXIMATELY 10 FEET. C. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS. D. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. E. BONDS TO ANTENNA MAST, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) AND THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2—HOLE COMPRESSION FITTINGS UNLESS OTHERWISE NOTED. F. GROUNDING CONDUCTORS MAKING A TRANSITION FROM ABOVE TO BELOW GRADE SHALL BE INSULATED FROM EARTH CONTACT BY PASSING THROUGH A PVC CONDUIT. THE CONDUIT SHALL EXTEND AT LEAST 6 INCHES ABOVE AND 12 INCHES BELOW GRADE LEVEL. 12. LIGHTING PROTECTION A. IF EXISTING BUILDING HAS AN NFPA 780 AIR TERMINAL SYSTEM, EXISTING SYSTEM SHALL BE BONDED TO A GROUND BAR TO BOND THE EXISTING SYSTEM TO THE NEW SYSTEM. SHOULD THE EXISTING SYSTEM COME WITHIN 8 FEET OF ANTENNA STRUCTURES, EXISTING SYSTEM SHALL BE BONDED TO COAX GROUND BARS. B. IF SITE IS IN A HIGH RISK AREA AND ANTENNAS DO NOT FALL WITHIN EXISTING CONE OF PROTECTION FOR BUILDING, AIR 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. IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. I. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. J. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE BO FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. / K. LIQUID —TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID—TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE C VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. L. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY —COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. M. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY —COATED OR NON —CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. N. NONMETALLIC RECEPTACLES, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 0. CONTRACTOR SHALL PREFER TO SPRINT GROUNDING AND BONDING PRACTICE. ADDITIONAL RF NOTES/ CONSTRUCTION REQUIREMENTS 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 800 MHZ, 1.9GHZ AND 2.5G. TEST INCLUDE COMPLETE DOWNTILT, AZIMUTH (IF APPLICABLE). DOCUMENT AISG TEST RESULTS IN COAX SWEEP TEST SPREADSHEET, 2. GENERAL CONTRACTOR MUST INSURE 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, 2.513 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 DIGITAL ATTACHMENT TOOL TO SET AZIMUTH, ROLL AND DOWNTILT. 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 DRAWING AND EMAIL SPRINT RF ENGINEER WITH AS —BUILT SETTINGS. USE 3Z RF ALIGNMENT TOOL OR EQUIVALENT TOOL. H7TP://WWW.3ZTELECOM.COM/ANTENNA_ALIGNMENT=TOOL`/" -- - - THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS MAT MAY BEi NECESu'ARY M ORCEP TO CIO mPy- 6YPi H L:KrI.ICAeft ,0DES: Sprint 65B0 Sprint Parkway Owdand Park, Kansas 66251 PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY Ma 6 LT. CT s are entllen 1 Wt TOP VSA LW MaU W MERER �6P0.1NG6. FL3ZlW •Rm.u.a M NUMBER 317-101 /EMIERICAN TOWER CORPORATION 116HUMINGTCNAV EN 11THFLOOR BOSTON, MAM116 • ENGINEERING ❑CENSB P �A NSF * 03-15-18 ••�� �0'• TATE OF P: ��4�• S!ONALE1PO DRANANG NOTICE: THESE DOCU MEWS ARE CON FIOENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. IIJU D- MI33XCO29 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 GENERAL NOTES SHEET NUMBER N-2 PIFNS PREPARED FOR: Sprint GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT. 6S80 Splint Parkway Overland Park, Kansas 66251 I. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 1. GENERAL J. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS PI.MS PREPARED BY: A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION REFERENCED IN ACI-301. I N FI N IGYIl99 SAFETY. K. DO NOT WELD OR TACKWELD REINFORCING STEEL. B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE FROM ZERO TO INFINIGY BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED Be scluNons are endless AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE I Cl yawn PLAZA CT. SUITE a O LOCATE AND PRESERVE UNDERGROUND UTILITIES. PLACEMENT. w1NTER SPRINGSWFL]Z1n9 anv.0"S C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE XB NUMBER 317-404 NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL CONTINUOUSLY THROUGH JOINT. REQUIRE APPROVAL. MIA PARTNER. N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND 0. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD =p'/�\r:AN�s /� w� COORDINATE HIS WORK WITH THE WORK OF OTHERS. JOINTS AND OTHER PLANES OF WEAKNESS, VIBRATE THE CONCRETE TO FULLY R E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC. TO MATCH EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH TOW=R EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR. CHUTES OR FORMWORK. F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. CORPORATION BE REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. 0. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND 116 HUNRN BOSOA IVENUE,A MI 116TM'L00R SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. R. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO 2. EXCAVATIONS/FOUNDATION APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS ENGINEERING LICENSE: A. FOUNDATION EXCAVATION SHALL BE HAND -TRIMMED TO REMOVE LOOSE CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT J T�TTTTT, MATERIALS. FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. �TT Pi //i'l' S. PROVIDE A STEEL TROWEL FINISH TO THE SLAB. ' �� B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS -ON -GRADE AND 4. ANTENNA SUPPORT BRACKET NOTES (IF APPLICABLE) •'•� •• Ng••:q ��� FOOTINGS SHALL BE SW" OR BETTER PER ASTM D-2487 COMPACTED TO A A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY O 5g 39 Z D. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, - *•; WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE DESIGN LOADS, AND ALL OTHER PERTINENT DATA 3 7 REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS .• 03-16-18 F. 00 NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. AND COAXIAL CABLES AS SHOWN. �T••.0 ATE OF •;�ki� G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. ` 5. STRUCTURAL STEEL NOTES �. • < O H I O A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION ,,slsj/On%A�-, %% 3. CONCRETE FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE URAw'INGNOTICE: THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 FROM STEEL MEETING THE REQUIREMENTS OF ASTM-A36 WITH A MINIMUM YIELD STRESS THESE DOCUMENTS ARE CONFIDENTIAL AND ARE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, OF 36 KSI. ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE": C. ALL DINGS, SCRAPES, MARS, AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED REPRODUCED, DISSEMINATED OR REDISTRIBUTED B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO BY FIELD TOUCH-UP PRIOR TO COMPLETION OF THE WORK. WITHourrHE EXPRESS WRITTEN CONSENT OFSPRINT. PLACING CONCRETE. C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED 31.5% H AM D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT -DIP GALVANIZED ( ) WITA MAXIMUM ACCORDING TO ASTM A123. TOUCH-UP FIELD WELDS AND ABRADED AREAS W/2 COATS REVISIDrvs: 4" SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE NOTED. OF GALVANIZED PAINT, ZRC COLD GALVANIZING COMPOUND OR APPROVED EQUAL. DESCRIPTION I DATE BY REV D. MAXIMUM AGGREGATE SIZE SHALL BE 1". E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. E. THE FOLLOWING MATERIALS SHALL BE USED: F. CONNECTIONS: ISSUED FOR CarnmcRON m/OD/IB NO I PORTLAND CEMENT: ASTM C 150. TYPE I ISSUED FOR CONSTRUCTION M/11/I8 jr, a REINFORCEMENT: ASTM A 615. GRADE 60 1. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS ISSUED FOR READY LD/27/I7 w A NORMAL WEIGHT AGGREGATE: ASTM C 33 AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. WATER: DRINKABLE 2. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED SITE NAME ADMIXTURES: NON -CHLORIDE CONTAINING ASTM A307 BOLTS UNLESS NOTED OTHERWISE. F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM G. SAFETY NOTES: RIM DITCH YIELD STRENGTH Fy= 60 KSI. REINFORCING DETAILS SHALL BE IN 1. THE CONTRACTOR WILL ADHERE TO ALL SAFETY REGULATIONS, LOCAL, STATE ACCORDANCE WITH THE LATEST EDITION OF ACI 315. AND FEDERAL. G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: 2. THE CONTRACTOR WILL CONDUCT DAILY SAFETY TAILGATE MEETINGS IN ADDITION TO slTE uscnDE: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH ........ 3" WEEKLY SAFETY MEETINGS. THESE REPORTS WIIL BE MADE AVAILABLE TO THE OWNER 2. CONCRETE EXPOSED TO EARTH, WEATHER .........................2' UPON REQUEST. MI33XCO29 3. SLABS....................................................3/4" 3. ALL WORKERS & VISITORS TO THE SITE SHALL WEAR HARD HATS & ANY OTHER 4. ALL OTHER CONCRETE.....................................1 1/2" SAFETY EQUIPMENT REQUIRED BY THE WORK BEING PERFORMS sRYylESITE.p7, H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES — - — - Pies PLANS AND aa6L PROPOSED WORK SITE ADDRESS: SHALL MEET CLASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL ARE SUQJECT TO ANY CORRECTIOfIS 28000 OKEECHOBEE ROAD PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. ' PORT PIERCE, FL 34945 REQUIRED RY PIELD INSPECTORS THAT 4.�AYSf NECES�P,R�t'11I:;RDER F �*DEscaP„DN: P L YRp'T CA'AN CODES. GENERAL NOTES SHEETMIMBEA � GENERAL NOTEST f 1 \ T —J2 EXISTING CARRIER CONCRETE PAD — Q EXISTING SPRINT GPS ANTENNA — OL EXISTING UTILITY g�T� H—FRAME (TYP.) g!F EXISTING SEE_%_IS�T_IN_G_.1SPRINT GENERATOR PAD PPC BOX I EXISTING GUYED TOWER EXISTING UTILITY H—FRAME (TYP.) EXISTING SPRINT ATS EXISTING TELCO EXISTING SPRINT 16'-6"v 10'-0• CONCRETE PAD EXISTING SPRINT BBS CABINET EXISTING SPRINT RBS CABINET EXISTING SPRINT ICE BRIDGE EXISTING CARRIER EGUIPMENT SHELTER EXISTING CARRIER EQUIPMENT SHELTER M] CARRIER TE PAD EXISTING FENCE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RECUIRiED BY FIELD INSPECTORS THAT ""AY Or PlmCWARY IN ORDER T®.::�x CODES,' N 4' 0 4' B' 16' ,ALE: 11"x17" SHEET 11" = 16'-0' PAl W. �A%79" cuFPT " = RI—n" PIANSPREPAREDFOR: Sprint P 6RDSprin PaAcway Overland Pads, Kansas 66251 PIANSPREPAREDBY: INFINIGY8 FROM ZERO TO INFINIGY the SolunaTa are endless 1tlmO PI GT.SUREMO WMERSPRINGS.FLIP® JCa NUMBER 317-4a1 MIA PARTNER; AMERICAN TOWER CORPORATION 115 HUICNGTON AVENUE, I ITH FLODR BOSTON, MA M116 • ENGINEERING LICENSE: O �s .•tip sF :9q ': No 59y,1g�y i � • * 03-16-18-18 ••JZ �_C), �ATE OF , 40- %F'•. l p R 10 P Nc�.� 11120" A� EN.�` PI7T7iP19•� . DRAW NG NOTIOE: THESE DOCUMENTS ARE CONFIDENTIAI.MD ME THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCES, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRTFTEN CONSENT OF SPRINT. RIM DUCH SITE CASCADE: NH33XCO29 STTEADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEET DESCRIPTION: COMPOUND PLAN C-1 PIPNS PREPARED FOR: ALPHA SECTOR Sprint TOP OF TOWER 6590 Sprint Parkway ELEV. = 330'-0 AGL EXISTING SPRINT ANTENNAS `�,ro OYedand Palk, Kansas 66251 (TYP. OF 1 PER SECTOR, TOTAL OF 3) PINS PREPARE..: THESE PLANS APED ALL PROUP SED WORK I N F I N I G Y8 EXISTING CARRIER PANEL ARE SUBJECT TO ANY CORRECTIONS FROM ZERO TO INFINIGY the ePluaam are unNaff ANTENNA (TYP.) 1 �wvnroxre.¢sva nesriiz�imP REQUIRED BY FIELD INSPECTORS THAT JNGSFL f %flA�Y4RC NECERfl.ARYIN ORCE�, TO, � �RB� �I,-� 0.6,RAPL1Wr[H''L P LICAft XCODES, MLA PARTNER SPRINT ANTENNAS ® 275' A.G.L. ---- (�'�N EXISTING PANEL ANTENNAS AM=.RI � Y _ (3) EXISTING RRUS-31 EXISTING SPRINT RRU TOWER (3) EXISTING RRUS-11 8001 (TYP. OF 2 PER SECTOR, TOTAL OF 6) coaroannoN ADDING: (3) NEW COMMSOOPE TTTT65AP-1XR ANTENNAS BETA SECTOR 116M ITecs N AM mE','e "F`DDR (3) NEW RRUS-82 WGH SOLARSHIELD (9) STIFF ARM KITS AZ 105• GAMMA SECTOR / ENGINEERING UCENSE `111111111////' o N OPHER `�Q\5 \ c ..N • • 9q �� N 5 739 •FZe. EXISTING SPRINT ANTENNAS * •• (TYP. OF 1 PER SECTOR, TOTAL OF 3) O•.•• ST TE 0OF •8�X(/ EXISTING ANTENNA PLAN SCALE:NOT TO SCALE 2 ` C0R1�P��Z`. NOTE: INSTALL (3) SITE PRO 1 STK-U STIFF ARM KIT, (2) AT UNBRACED ALPHA SECTOR ENDS (1) ATTACHED AT THE TOP HORIZONTAL AND (1) ATTACHED DRAWING NONCE: AT THE BOTTOM HORIZONTAL OF EACH SECTOR FRAME AND s PROPOSED SPRINT ANTENNAS (1)ATTACHED AT THE HORIZONTAL OF THE BRACED END PRIOR TO THESE DOCUMENTS ME CONFIDENTIALAND ARE —EXISTING ±330' THE INSTALLATION OF THE PROPOSED EQUIPMENT. SEE MOUNT "vo .� (IYP. Of 1 PER SECTOR, THESOLEPROPERTYOFSPRINTANDMAYNOTBE GUYED TOWER ANALYSIS BY INFINIGY DATED 12/15/17 PRIOR TO CONSTRUCTION. TOTAL OF 3) REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. (J) PROPOSED SITE PRO I REVISIONS: STK-U STIFF ARM KITS TO BE / ALL ANTENNA MOUNT PIPES SHALL BE UPGRADED DESCRIPTION DATE TiY REv INSTALLED (TIP. OF 3 PER TO 2.875 00 SON 40 PIPES PRIOR TO THE SECTOR, TOTAL OF 9) INSTALLATION OF PROPOSED EQUIPMENT. PROPOSED SPRINT RRUS lI FOR ewsnvcmN 0e/08/I6 aD , (PP. OF I PER SECTOR, ISS= Fat catsmuOM 01/II/I8 jm O 70TAL OF 3) ISWEI FOR REVM I0/27/17 NO A SITE NAME: RIM DITCH ' �EXISTING SPRINT RRU y / % (TYP. OF 2 PER SECTOR, TOTAL OF 6) SITE CASCADE: NH33XCO29 ti Az 5. SREPDDRESS: C` BETA SECTOR GAMMA SECTOR 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 P^ SHEET DESCRIPTION: BASE OF TOWER AZ\� TOWER ELEVATION AND ELEV. = tD-o AGL ANTENNA ORIENTATION EXISTING SPRINT ANTENNAS (TYP. OF 1 PER SECTOR, TOTAL OF 3) SHEETNUMBER SCALE: NOTTO SCALE 1 PROPOSED ANTENNA PLAN SCALE: NOT TO SCALE 3 C_2 PREPARED FOR: ANTENNA MOUNTING POLE (""' NOTES- 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 800MHZ, 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 DOWNTILT. 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 KrrP://WWW.3ZTELECOM.COM/ANTENNA—AUGNMENT—TOOL/ PROPOSED MOUNTING BRACKET (TYP) PROPOSED ANTENNA (TYP) PROPOSED MOUNTING BRACKET (TYP) ANTENNA MOUNTING DETAIL SCALE:NOTTOSCALEI 1 O1 1%'xl%" UNISTRUT (6" LONG) O 4' PIPE HANGER O EXISTING SUPPORT PIPE O NEW ROUND MEMBER ADAPTER SIZED FOR PIPE SUPPORT © NEW CABLE BREAKOUT CYLINDER 0 NEW HYBRID CABLE ® NEW STANDOFF BRACKET ANDREW g NEW FIBER & POWER CABLES PART NO. 30848-4. CONTRACTOR TO FROM BREAKOUT CYUNDER SUPPLY 3/8• CONNECTION HARDWARE HYBRID BREAKOUT CYLINDER DETAIL SCALE: NOTTO SCALE 1 2 NOTE: DETAIL IS DIAGRAMMATIC, CONTRACTOR TO INSTALL FEE'S ANO/OR TIRE'S W/A2 MODULES ON RRU MOUNT BEST SUITED FOR ANTENNA CONFIGURATION. RRU TOP VIEW PROPOSED MOUNTING BRACKET (TYP. OF 2 PER RRU) RRU PROPOSED RRU THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTI PRPOSED ANTE MOUNTING PIPE NNAEQUIRED BY FIELD INSPECTORS (TYP.) Tx.; 1 'MY Br; NECE8P"kRY I f ORDER, t CO-APCV vdf <H CODES. ISO VIEWS RRU SUPPORT KIT (IF SUITABLE) OR ERICSSON RRU SUPPORT KIT (WHERE REQUIRED) RRU NOTES: 1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS, 2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. RRU MOUNTING DETAIL BACK VIEW )RT KIT (IF SUITABLE) OR RRU SUPPORT KIT (WHERE Sprint400 6580 Sprint Parkway Overland Park, Kansas 66251 PIANS PREPMED BY: INFINIGY9 FROM ZERO TO INFINIGY time solution are endless 141 TOM PUUNCT. SUITE 9 O W WERSPRING6.FL] Onn•A1fl Y.10 JOB NUUBER 317-404 AMERICAN TOW=R CORPORATION 116 HUMINGTONAVENUE, IITH FLOOR BOSTON, "mile ENGINEERING UCENBE �DPHER Jes -�: N * 39 ••F*�- p 03-16—IS � STATE I lUz I-.LNAL E�.�` DRAWNG NOTICE THESE DOCUMENTS ME CON FIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. ftW 510NS: DESCRIPTION I GATE I BY REV 1MED FOR WNSERIC11011 O3/09/la Om 1 IS41ED FOR 0014 UCnON 0I/11/I8 JTP 0 ISSUED FOR REMEW 10/27Q7 BO A SITE NAME: RIM DUCH MI33XCO29 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEET DESCRIPTION: DETAILS SHEET NUMBER SCALE:NOTTOSCALE 3 I 3 FRONT SIDE MANUFACTURER: COMMSCOPE MODEL: TTTT65AP—1 XR WEIGHT: 32.6 LBS GDaC 12• TOP SCALE: NOTTO SCALE1 1 Im ■■NNEN) 9 FRONT MANUFACTURER: ERICSSON MODEL: RRUS-82 WEIGHT: 59LBS RRUS DETAIL EXISTING ANTENNA PIPE AND SECTOR ARM ANGLE OR PIPE TOWER LEG of SCALE: NOTTO SCALE 1 2 ANGLE OR TOWER LEG PL NS PREPMEO FOR: Sprint ANTENNA FRAME 65BO Sprint Parkway PIPE Overland Park, Kansas 66251 PIANB PREPPRED BY: INFINIGY9 / FROM ZERO TO INFINIGY Me sol0ons are enNess I / IQI TQYRI PV CT. SVITE ]IM(t I NIXTEX 6PPI GS�L3Zl� OiM1a.Mfl \ .ae Nuuaw �n-Ra SCALE:NOTTOSCALEI 3 AMERICAN TOWER CORPORATION 115 HUMINGTONAVENUE, I FLOOR BOSTON.MA02116 • ENGINEEWNG LICENSE %% GOPHER j �L N 59739 2 �p� * 03-16-18•�� � o ;• S TA E OF :40 DMWING NOTICE: THESE PLANS AND ALL F?uPCSeDWOoLi, THESE DOCUMENTS ME CONFIDENTIAL AND ME THE SOLE PR PERTYOFSRINTANDMAYNO BE ARE SUBJECT TO ANY CORRECTIONS REPRODUCED,EEXPUINATEDTENCOISTRIBUTED NSENTOF WRODU REPRODUCED, EXPRESS TED OR CONSENT OF REQUIRED BY FIELD INSPECTORS THAT SPRINT. i_. AAY 8Li NECESW... MAIN ORDER TO E SI DESCRIPTION DATE BY IMI 00N 9PW Iff[H Ll L r` PPLICr fLN CODES. ISSUED FM WNSTRUCIM GT/m/19 No i ISSAD FOR =Mcnm M/11/18 M 0 1MED FIX RENEW 10/17/17 M0 R SITE NAME: RIM DUCH SCALE:NOTTO SCALE 1 4 1 NOT USED M133XCO29 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 MEET DESCWPnON: DETAIIS MEET NUMBER: SCALE:NOTTOSCALE 5 C T PIANS PREPARED FOR: THESE PLANS AND ALL PROPOSED WOM ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT nl .:;1AY ON, NECESPARY 1M ORDEI'. T0. '. �,0"APL'76Yf i'i� � L r`�'w`LIC�1=7:;� t.c3DES. ANTENNA & CABLE SCHEDULE ANTENNA SECTOR ANTENNA MODEL # ANTENNA CABLE DESCRIPTION ANTENNA CABLE VERTICAL LENGTH ANTENNA CABLE HORIZONTAL LENGTH ALPHA (E) RFS APXVERRI8—C (1) 1 1/4" DIA. HYBRIFLEX CABLE (E) 318'-0" 30'-0" (P) COMMSCOPE TT1f65AP-1XR (1) 0.87" DIA. HYBRID CABLE (P) 318'-0" 30,-0" BETA (E) RFS APXVERRI8—C (1) 1 1/4" DIA. HYBRIFLEX CABLE (E) 318'-0" 30'-0" P COMMSCOPE TTTT65AP-1XR GAMMA (E) RFS APXVERRI8—C (1) 1 1/4" DIA. HYBRIFLEX CABLE (E) 318'-0" 30'-0" P COMMSCOPE TTFT65AP-1XR NOTE: HORIZONTAL DIMESIONS HAVE BEEN ESTIMATED FROM THE WIDEST PORTION OF THE TOWER Sprint 65BO Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY the solAons are endless 1LOITOVM PINACT. SURE5 `MNTER SPRINGS, FL39W Om aae ROM ueER 317- m—wA A M=RICAN TOW=R CORPORATION 116 HUNINGTON AVENUE, IITH FLCOR BOSTOR NA 02116 ENGINEERINGUCENSE: n:N 739 2 0'm• AE DOF —1e S T :4U N A L E�.•,`. DRAW NG NOTICE THESE DOCUMENTS ME CONFIDENTIAL AND ME THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE E%PRESS WRITTEN CONSENT OF SPRINT. RE RSIONS: DESCRIPTION I DATE I BY IREV IS%E0 FOIR CCNSDNCaON M/OS/IB DDD 1 ISEIITD FOR CONSMCRON M/11/I8 M 0 MUM FOR RENEW 10/27/17 ND A CI M MI MI33XCO29 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEETDESCRIPTOW DETAILS C-S EXISTING GI (TYP. PER PROPC BARE COPPE TO TOWER BOTTOM GROUND BAR EXISTING SCALE: NOT TO SCALE 1 1 STAINLESS STEEL —TWO HOLE COPPER HARDWARE z �--� COMPRESSION TERMINAL GROUNDING BAR ELEVATION SHER (TYP.) FLAT WASHER (TYP.) (TYP.) 1/2"X1-1/2" HEX BOLT NUT (TYP.) (STAINLESS STEEL) GROUND BAR GROUNDING CABLE EXPOSED BARE COPPER TOBE KEPT TO ABSOLUTE MINIMUM,, NO INSULATION ALLOWED WITHIN THE SECTION "A —A" COMPRESSION TERMINAL (TYP.) NOTE- T "DOUBLING UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE .USED AT ALL LOCATIONS. SCALE: NOTTO SCALE 1 2 THIESE PLANS AND ALL PROPOSED WORK ARE OUBJECT TO ANY CORRECTIONS REQUIRED SY FIELD INSPECTORS THAT :,7AY BC NECES" Ri' iP! :�RCEs TA. '.. COA jPL'l 5VV H i ,` PPLICA'Ve, CODES. NOT USED I SCALE: NOT TO SCALE PLANS PREPARED FOR: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 INFINIGY9 FROM ZERO TO INFINIGY Mle sdorons are endless Inn TOM PW CT. SUIVEiWO WNTER SPRINGS. FLWOG GAa.IBI:I u.Y9 JOB NNYBER ]I]-404 Am=RICAN TOW=R CORPORATION 116 HUMINGTONAVENUE, I IT" FLOOR BOSTON. NA Rl16 • ENGINEERING LICENSE ,``j1LkS E1�� 81''' ,OPHER j .1.� Q`5SN!, * N 597.3g �2 Is ��• ST T03-16-18¢ ' E ' OF Z SS O R I O "W' ONAL .1100 • DRAWING NOTICE: THESE DOCUMENTS ME CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. SITECASCADE: MI33XCO29 SITEAODRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEETDESCRIPTION: GROUNDING DETAILS SHEET NUMBER: G-1 PLANS PREPARED FOR: Existing TYPE 2 CONFIGURATION PLUMBING DIAGRAM Future THESE PLANS AND A41. FROFOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT :SAY SI I I ECES"A-,RY 1,11 ORDEc TO QO"API.'! INN H e".! 1, i',PMICAN CODES. SCALE: NOTTOSCALE I I Sprint *11110 6580 Sprint Parkway OXaRand Park, Kansas 66251 PWIS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY the soluRons are endless lan TOM PL CT SUGE22e4D HINTER SPRINGS, FL ]Z1M Ro/01Q1 WA® JOB NUMBER 317-4N AM=RICAN TOW=R CORPORATION 116 HUNTINGTON AVENUE, IIM FLOOR BOSTONNA02116 „1FE111..... \y'OpH ER j Wq N 59739 2 03-16-18: jam �••• 5YKTE OF 4U P rs.<O R 1O.•'�N 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. REVISIONS D6CRIPOON DATE BY REV BMED mR OONSIPUCTOR W/m/Ia Om I 1S9JE8 FOR CONSTDJCTDI mAl/iB PP 0 IMES FOR REVEVI 10/17/I7 MO A SITERAME RIM DrrCH SITE CASCADE: MI33XCO29 SITE ADDRESS: 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEET DESCRIPTION: PLUMBING DIAGRAM SHEET NUMBER: RF-1 PLANS PREPARED FOR: FREQUENCY COLOR CODE EXAMPLE SECTOR 2 AND CABLE 2, (8O0MIH.RADIOMU EXAMPLE SECTOR 3 AND CABLE 1, (I mom,.. RADIO aI) EXAMPLE SECTOR 2 AND CABLE 4, (8001,41. RADIO NI AND 19OD.M IT. RADIO 017 I RRH CABLE MARKING LOCATIONS DIAGRAM CABLE MARKING LOCATION TABLE TAPE TAG LOCATION X EACH TOP -JUMPER SHALL BE COLOR CODED WITH (1) SET OF 3- WIND BANDS. EACH MAN CABLE SHALL BE COLOR COOED WITH (1) SET OF 3- WIDE BANDS NEAR WE X TOP -JUMPER CONNECTION AND PRIOR TO ENTERING THE BTS OR TRANSMITTER BUILDING. X MARKING TAGS SHALL BE ATTACHED AT CABLE ENTRY PORT ON ME INTERIOR OF THE SHELTER - ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH SEE OF 314• WIDE BANDS ON X EACH END OF BOTTOM JUMPER. 2500MHz RADIO CALIBRATION CABLE COLOR CODE 2500 MHz#1 CAL CABLE -SECTOR CABLES FIRSTRING SECOND RING THIRD RING FOURTH RING FIFTH RING SO(THRING 1 ALPHA 1 YELLOW'_, YELLOW WHITE - 20ETA 2 _ YELLOWI' JYELLOW ,ayELgq I WHITE - 3GAMMA 3 __L_L -LYELLOW. YELLOW -:.� YELLOWS WHITE 25WMHmM2CAl CABLE -SECTOR CABLES FIRST RING SECOND RING THIRD RING FOURTH RING FIFTH RING SIIXTHRING 1 ALPHA 1 I,LLOW.�- .IYELL� PURPLE .�YELLOWi '. IYELLOWI -.' YEI LLOW' r�._ - _AALLOW; LAE cnwJ 1W ••.' - PURPLE C,YEL10W;'• - PURPLE 2 BETA 2 J GAMMA 3 ANTENNA & CABLE COLOR CODING ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PiELD INSPECTORS THAT NOTES: ;.LAY Bf,.NECESf1' ;RY IM ORDEP, TO 1-pM/ �(1 1J J,� H1 /�5 Y�j1y�{� 1. ALL CABLES SHALL BE MARKED WITH 2'WIDE. UV SPAH�L9�fD?DL�e fi H f'•ale I0 �I FfF'11'I C0VEs. APPROVED TAPE ' 2. THE FIRST RING SHALL BE CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY P FROM THE END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER THERE SHALL BE A 1' SPACE BETWEEN EACH RING FORME CABLE IDENTIFIER, AND NO SPACES BETWEEN THE FREQUENCY BANDS. 3. A a• GAP SHALL SEPARATE THE CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. THE 2• COLOR RINGS FORME FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 4. THE 2• COLORED TAPE(S) 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 THE NEXT 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 ME MAIN LINE UPON EXIT OF SEALTTTE, AND BEFORE AND AFTER THE BREAKOUT UNIT (MEDUSA), AS WELL AS BEFORE AND AFTER ANY ENTRANCE OR EXIT. T. HFC 'MAN TRUNK' WILL NOT BE MARKED WITH THE FREQUENCY CODES, AS IT CONTAINS ALL FREQUENCIES. 8. INDIVIDUAL POWER PAIRS AND FIBER BUNDLES SHALL BE LABELED WITH BOTH THE CABLE AND FREQUENCY. SPRINT CABLE COLOR CODE SECTOR CABLE FIRST RING SECOND RING THIRD RING 1 ALPHA 1 GREEN NO TAPE NO TAPE 2 BLUE NO TAPE NO TAPE 3 BROWN NO TAPE NO TAPE 4 WHITE NO TAPE NO TAPE S RED NO TAPE NO TAPE 6 GREY NO TAPE NO TAPE 7 PURPLE NOTAPE NO TAPE 8 ORANGE NOTAPE NO TAPE 2 BETA 1 GREEN GREEN NO TAPE 2 BLUE BLUE NO TAPE 3 BROWN BROWN NO TAPE 4 WHITE WHITE NO TAPE 5 REO RED NOTAPE fi ojGREY GREY NO TAPE 7 8 MPURPLE ORANGE PURPLE ORANGE NO TAPE NOTAPE 3 GAMMA 1 2 GREEN BLUE GREEN BLUE GREEN BLUE BROWN 3 BROWN BROWN s 4 WHITE WHITE WHITE 5 6 RED GREY RED GREY REO GREY 7 8 PURPLE =PURPLE MORANGE = ORANGE PURPLE ORANGE Sprint Ili 6580 Sprint Parkway Overland Palk, Kansas 66251 PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless MI TOM PI OT SUOEA HINTER S PRING4. FL MT(e ae� JOB NUMBER 317-404 AmERICAN TOWER CORPORATION 116HUNTINGTONAVENUE, IT- FLOOR BOSTON,MAC21I6 `w-Opn❑H ✓ �If"e Q NSF�flq'S N 59739 •.�2 p; 03_16-1B:¢ 0%. S TE OF [4y R10PC'> ����%ONAL E�;��`• DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SPRINT. FOR RIM DUCH MI33XCO29 28000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 ANTENNA & CABLE COLOR CODING 11TI� SHEET NUMBER SCALE: NOT TO SCALE 1 I RF 2 ' � %d. 9 �Q,� C d 4Ff �'.. � I