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HomeMy WebLinkAboutPROJECT INFORMATION;r I CROWN CASTLE SITE NAME/BU NUMBER: PORT ST. LUCIE (DYER RD.)/ 870159 LIGHTSQUARED SITE NAME/NUMBER: WEST PALM BEACH 1 /TMUSFLWPBI0001 THESE FO Z AND ALL PROPOSED WORK ARE SUBJECT TO ANY COPASCTIONS REOUIRM BY PIELD INSPECMR& THAT MAY BE NECESSA2Y IN OpZn TO COMPLY WITH ALL APPLICABLE CODES. 1100 DYER ROAD PORT SAINT LUCIE, FL 34985 EXISTING 480'-0" GUYED TOWER I DESIGN INFORMATION III DRIVING DIRECTIONS I A&E FIRM: CROWN CASTLE 333 TECHNOLOGY DRIVE CANONSBURG, PA 15317 ANDREW FANDOZZI, P.E., C.P.E. (724) 416-2864 ELECTRIC PROVIDER: FLORIDA POWER & LIGHT COMPANY 800-247-2020 TELCO PROVIDER: BELL SOUTH (FL) 800-247-2020 II PROTECT DESCRIPTION II 1) TAKE 1-95 TO EXIT 64 2) FROM EXIT 64 HEAD EAST TO US 1 3) ON US 1 HEAD SOUTH TO DYER RD 4.) TURN LEFT ONTO DYER RD AND THE TOWER IS ABOUT 1 MILE TRMfL`9 6 AND ALL PROPOSED WORK ARE SUBJECT TO ANY COR EcTIONS CONCEALED FASTENERS ORATTACHYENTS REOUIRIM By PIELD RISPECMAS THAT ARE THE RESFONSIBIIl1YOFME MAY BEMECESSAXYIb014MTO COHTE AMMORD COMPLYWITH ALL APPLICABLE CODES. THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA MODIFICATION ON AN EXISTING WIRELESS SITE. -INSTALL (1) KATHREIN 750 10074 OMNI ANTENNA W/ MOUNTING CLAMPS ALL DRAWINGS CONTAINED HEREIN -INSTALL (1) VALMONT PSA6 6'-0• STANDOFF MOUNT (OR EQUIVALENT) ARE FORMATTED FOR 11X17. CONTRACTOR CALL FLORIDA ONE CALL •INSTALL (1) COMMSCO2 FXL 1673 PE (1-6/6SI ECROWN FEEDUNE CA HARDWARE SHELTER SHALL VERIFY ALL PLANS AND EXISTING � •INSTALL (1) ER TO F26H DCF 42RU RACK INSIDE CROWN CASTLE SHELTER DIMENSIONS AND CONDITIONS NOTIFY THE JOB SITE ® (800) 432-4770 UD u •INSTALL POWER TD CABINET W/ (1) 5-15R AND ID L6-30R OUTLET AND SHALL IMMEDIATELY NOTIFY THE ENGINEER •INSTALL (1) PCTEL CPS-TMG-HR-26N ON ICE BRIDGE IN WRITING OF ANY DISCREPANCIES BEFORE CALL 3 WORKING DAYS -INSTALL (1) 1/2 -7/8• FEEDUNE TO DIPS PROCEEDING WITH THE WORK OR BE ✓� RESPONSIBLE FOR SAME. BEFORE YOU DIG! SCANNED BY St. Lucie Countv DRAWING INDEX SHEET # SHEET DESCRIPTION REV. # T-1 TITLE SHEET 0 GN-1 GENERAL NOTES 0 GN-2 GENERAL NOTES 0 C-1 COMPOUND LAYOUT 0 C-2 TOWER ELEVATION/ANTENNA LAYOUT 0 C-3 MOUNT SPECIFICATIONS/CCAX LAYOUT 0 C-4 ANTENNA SPECIFICATIONS 0 C-5 GPS SPECIFICATIONS 0 C-6 FEEDUNE SPECIFICATIONS 0 C-7 HANGER SPECIFICATIONS 0 C-8 CABINET SPECIFICATIONS 0 E-1 POWER/TELCO ROUTING DETAILS 0 G-1 GROUNDING PLAN AND DETAILS 0 G-2 GROUNDING DETAILS 0 CODE COMPLIANCE ALL WORK SHALL BE PERFORMED AND MATERIALS 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 THESE CODES: CODE TYPE CODE BUILDING/DWEWNG FBC 2010/IBC 2012 STRUCTURAL FBC 2010/I13C 2012 MECHANICAL FMC 2010/IMC-2012 ELECTRICAL NEC 2011 REFERENCE DOCUMENTS: STRUCTURAL ANALYSIS: PAUL J FORD AND COMPANY DATED NOVEMBER 5, 2014 NAD83 LATITUDE: 27 19' 27.58" LONGITUDE: -80' 18' 47.82" OCCUPANCY TYPE: UNMANNED A.DA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION CROWN .#:CASTLE L HtSauai2D W U oll I-+ w F, Ln � : I~ xD o z O 0 O P. ^^ �� 1�1 DRAWN BY: )M DESIGNED/QABN IM ISSUED FOR ar Joseph Fandozzi Ill, P.E. onal Engineer Ucenee: #721 Crown CcaUe USA. Inc. a8on o1 Authoriza8on /289, DEC 0 8 2014 SHF=NUMBE& 1tEV15I I1 T-1 0 u SITE WORK GENERAL NOTES: STRUCTURAL STEEL NOTES: GENERAL NOTES- 1.CROWN GN- GN- GN 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS CONSTRUCTION. AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 1 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: a �` 1 C CONTRACTOR- v CASTLE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE 2. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4'e) CONNECTIONS AND SUBCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION) ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE CARRIER- LIGHTSQLIARED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY TOWER OWNER- CROWN CASTE CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN 3. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8'0 ASTM A307 BOLTS OEM- ORIGINAL EQUIPMENT MANUFACTURER PROAVATINGVIDES ET DRIWNC PIERS AROUND IN NEAR . THIS S.W SUBCONTRACTOR SHALL UNLESS NOTED OTHERWISE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT E TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE UND E TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING 4. INSTALLATION OF CONCRETE IXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL �C-IF'(C.SQL.IareD AND EXCAVATION. RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE BE BROUGHT TO THE ATTENTION OF CONTRACTOR AND CROWN CASTLE. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL PROTECT SPECIFICATIONS. DRIUJNG HOLES IN CONCRETE. SPECIAL INSPECTIONS. REQUIRED BY GOVERNING CODES, APPUCABLE CODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. !AWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, w PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMEM, 6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON 4aT, O SPECIFICATION FOR SITE SIGNAGE THE DRAWINGS. CONCRETE AND REINFORCING STEEL NOTES: 6. 'KITING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY P4 A 7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE 815 GN- CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KTITING UST SHALL BE 00 a P4 U EQUIPMENT AND TOWER AREAS. W L .'0 MATERIALS. BY THE SUBCONTRACTOR. P a 8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN 1. ALL CONCRETE WORK SHALL THE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, MATER, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. ASTM A784, AAND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDANCE CAST -IN -PLACE CAST -IN -PLACE CONCRETE. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR (� o TO FINISHED SURFACE APPUCATION. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE Fy UNLESS NOTED OTHERWISE. SLAB FOUNDATION DESIGN ASSUMING ALLOWABLE SOIL BEARING SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY PRESSURE OF 2000 PSF. CONTRACTOR AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF xi THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED INSIAUATION. 0^ STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND TI CABLES, 1� 11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS 'B' AND ALL HOOKS SHALL GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN BE STANDARD, UNO. 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS. CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT DRAWN BY: JM NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANIES WRITTEN NOTICE TO UNLESS SHOWN OTHERWISE ON DRAWINGS: SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. DESIGNED/QA BY: ]AI PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. CONCRETE CAST AGAINST EARTH .............THE IN. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE XI ALL SCRAP MATERIALS SUCH AS CONCRETE EXPOSED TO EARTH OR WEATHER: COAXIAL CABLES AND OTHER TITiMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS ISSUED FOIL• B6 AND LARGER..................................2 IN. REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. RN MITE DRwR DE6DRPTKN 85 AND SMALLER & WWF...................1 1/2 IN. " tt/17/ta �M PREUInNutr CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITON. TRASH AND DEBRIS SHOULD BE D 1/17/14 JM PROJWUDIION GROUND: REMOVED FROM SITE ON A DAILY BASIS. SLAB AND WALLS................................3/4 IN. BEAMS AND COLUMNS ........................ 1 1/2 IN. 5. A CHAMFER 3/4' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO. IN ABBREVIATIONS AND SYMBOLS: 5 ACCORDANCE WITH ACI 301 SECTION 4.2.4. GN- ABBREVIATIONS: SYMBOLS- ♦♦♦%�% %,QSEPy I AGL ABOVE GRADE LEVEL ♦♦ BITS BASE TRANSCEIVER STATION S G SOLID GROUND BUS BAR ♦♦ ✓NCE.N�••• MASONRY NOTES: 3A ♦ Q • V F�'Is GN- MIN. MIN MUM S N SOLID NEUTRAL BUS BAR $EXISTING� • O 1 SZ i N.T.S. NOT TO SCALE i� Q: •-� r 1. HOLLOW CONCRETE MASONRY UNITS SHALL MELT 0.S.T.M. SPECIFICATION C90, GRADE N. REF REFERENCE SUPPLEMENTAL GROUND CONDUCTOR TYPE 1. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY F'm RF RADIO FREQUENCY ( ) 2-POLE THERMAL -MAGNETIC CIRCUIT SHALL BE 1500 PSI, T.B.D. TO BE DETERMINED BREAKER ^b T.B.R. TO BE RESOLVED D $ ft 2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. C270 TYP. 'S' MORTAR AND 71'P TYPICAL e�� SINGLE -POLE THERMAL -MAGNETIC rr •• SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. REQ REQUIRED CIRCUIT BREAKER r�T ••�( Qp:•.��♦♦♦ EGR EQUIPMENT GROUND RING ♦ • •. O R 1 3 GROUT SHALL MEET A.S.T.M. SPECIFICATION C475 AND HAVE A MINIMUM 28 DAY AND AMERICAN WIRE GAUGE ® BMTER GROUND ELAAR C�IAL�S/COMPRESSIVE STRENGTH OF 2000 PSI. EGSONA� EN�♦♦ IIIII 4. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. BCW BARE COPPER WIRE Andros Joseph Fandezzi 19, P.E. SAD SMART INTEGRATED ACCESS DEVICE OP DISCONNECT SWITCH feeelonul Engineer Uhxnee: /7213 5. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED GEN GENERATOR Crorrh Cootie USA, Ine: THESE P00% kio ALL PROPOSED WORK UNTIL GROUT IS FULLY CURED. IGR INTERIOR GROUND RING (HALO) METER CertfiCatarl of Authorization %25970 p 1 �y T�LaL�}� r,1 RBS RADIO BASE STATION ARE SUBJECT TO ANY COi &IGVTIOIVS EXOTHERMIC WELD (CADWELO) REQUIRED BY FIELD NSPSCXMG THAT (UNLESS OTHERWISE NOTED) DEC 0 8 2014 MY BE NECESSMY 1I4 ORDIM TO � MECHANICAL WELD COMPLY WITH ALL APPLICABLE CODES. FILE ("QFs`y - GROUNDING WIRE °`""� SIHF" UMBEIL• REVISION: Gl'N 0 ELECTRICAL INSTALLATION NOTES: ELECTRICAL INSTALLATION NOTES (CONT.): GREENFIELD GROUNDING NOTES: N- N- CROWN 23. EQUIPMENT CABINETS. TERMINAL BOXES, JUNCTION BOXES AND PULL E SHALL BE 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GALVANIZED OR EPDXY -COATED SHEEP STEEL. SHALL MEET OR EXCEEDD UL UL 50 AND RATED 1, ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, UGHRIING � CASTLE ^AST L. SPECIFICATIONS, NEC AND ALL APPUCABLE LOCAL CODES. NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT 24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. NON -CORRODING: SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-PGTENTAL RESISTANCE TO EARTH 3. WIRING. RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A REQUIREMENTS OF THE NEC. HILTI EPDXY ANCHORS ARE REQUIRED BY CROWN CASTLE 25. NONMETAWC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; TEST RESULT OF 5 OHMS OR LESS. AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) LGHtSOUc3reD 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS OUTDOORS. 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND REQUIRED BY THE NEC. UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE S. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E.. HOTS), GROUNDING AND T1 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND USTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. TAPE (3M BRAND, 1/2• PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE SAFEGUARD AGAINST LIFE AND PROPERTY. IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND 28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW •UGHTSQUARED•. CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BITS SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WTI1R THEIR VOLTAGE RATING, PHASE 29. INSTALLED. EQUIPMENT. CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID K7 NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). 5. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH ON 11 a GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR L0 B. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) LARGER FOR INDOOR BTS; B2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS. SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. p Py 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK oo * • III EDGES.CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND OARS AND THE GROUND Ca z Vr SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, RING SHALL BE g2 AWG SOUD TINNED COPPER UNLESS OTHERWISE INDICATED. CUSS B STRANDED COPPER CABLE RATED FOR 90' C (WET & DRY) OPERATION LISTED OR 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR N ^ LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. GROUNDING CONNECTIONS. 11 A y 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN O 0 FT) (S6 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION CUSS B 45' BENDS CAN BE ADEQUATELY SUPPORTED. STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED, 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING TYPE TC CABLE (/14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CUSS B HIGH PRESS CRIMPS. DRAWN BY: )M STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION WITH OUTER DESIGNED/QA BY: JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. IM 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE ISSUED FOR: LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE BRIDGE AND THE TOWER GROUND BAR. RATED FOR OPERATION AT NO LESS THAN 75' C (90' C IF AVAILABLE). REV MTE URWN DFSCRFI 15.APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL A 11/17/14 JM PRDMINARY 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN COMPRESSION AND BOLTED GROUND CONNECTIONS. 0 12/4/14 JM CON6IRL=N ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WIT A CORROSION RESISTANT 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC MATERIAL SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL. DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 17. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS - SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. �11111111W1 16. ELECTRICAL METALUC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID 18. BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH �p�`�p$EPH F ��i NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR 1-®2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. `��� `>••••••••.4�f-, 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL THESE PL9.YS AND ALL PROPOSED 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS ���QQ�,' �V\CE SF•�O,i�� /Lp 11 /� pp LA SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE Z a ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. ARE SUBJECT TO ANY CONECTIONS CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH C: //1�NO 213 REQUIRMBYFIE�LDINBPRCIMSTHAT ROLL EMENISOR OCALCONDTIONSOR FLOORS. WHEN IT IS IREDNTMEAWCMATERALBE HOUSED IN OSUCHTTASPVCTO �TCODE PIASTC *: / 18. LIQUID -TIGHT FLEXIBLE METALUC CONDUIT (UQUID-TIE FLEX) SHALL BE USED INDOORS AND ��LL aL� p�/�� �L OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. WAY BE NECE4Ts M 7 IN (A TO CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED (E.G., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL �9 ST TE OF • �/'+ FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE COMPLY WITH ALL APPLICABLE CODES. BE BONDED TO EACH END OF THE METAL CONDUIT. ,• 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 TINNED ,�� ��� O P' ••���` ONDUCT FROM 24' BELOW GRADE TO WITHIN 3- TO 6- OF 210. WITH NEMA, S. CABINETS, HHALL BEI/IEEE EPDXY -COATED (GRAY) AND INCLUDEXES AND WIRE WAYS SHALL BE LABELED R ELECTRICAL COVER, IDESCGNEO TO SEALED WDTERMIINAONE CAULD NEC. SOLID IN 3/4- UQUID 71GHTK (ADD TRANSED END OF THE LIQUID I UI STANDARD TDETAIL CON UI WELL). BE /,'pnjq SWING OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR Andn Joseph Fandoai III, PT_ BETTER). WmIonaf Engineer Licence: #7213 22.CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED aiorn ute USA, Inq STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL lArfHiea6on of Authorization �28970 NOT BE PERMITTED. CLOSELY FOLLOW THE ONES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN y i DEC 0 8 2014 DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL. AND F L EP Y PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED R s A =Aa w w MR AVY Pf✓rRI, TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO M°a AA �� vRarT��wuLMEpras�m, w FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL m ALTFe %F °°°^'°^. BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SHEET NUMBER., TRLW110NGN-2 op THESE PLAkWo A.N9 ALL PROPOSED WORK ARE SUBJECT TO ANY COfAWT10NS FENCE REQUIRED BY FIELD INSPECMR3 THAT 14AY BE NECESSARY IN OR -Mil TO COMPLY WITH ALL APPLICABLE CODES. (E) 21'-0- GATE (E) 20'-0' GATE 330'-0"i (E) 500'-0- GUYED TOWER (E) CROWN CASTLE 8'—O'x15'-5" BUILDING (E) CROWN CASTLE 16'—O'x32'-0' BUILDING PROPOSED GPS PCTEL — GPS—TMG—HR-26N PROPOSED (1) 1/2'-7/6•— FEEDUNE TO CPS PROPOSED FEEDUNE ANDREW — LDF12-50 (2-1/4-) (E) CROWN CASTLE 11'-5'x36'-0' BUILDING (E) TELCO BOARD (E) CROWN CASTLE SERVICE PANEL (E) DISCONNECT SWITCH ICE BRIDGE (n'P) Q �(E) PAD (E) PLATFORM (E) CROWN CASTLE 8'—O'x15'-5' BUILDING (E) PAD —(E) LEG A (E) 480'-0- GUYED TOWER (E) PAD - PROPOSED UGHISOUARED UEBERT F2611 DCF 42RU RACK IN A 5'-0'x5'-0' AREA (D---(E) FIBER POST (E) EQUIPMENT —(E) CABLE TRAY J—! (E) VAULT �LJ (E) UTILITY FRAME � (TYP) PAD BOLLARI aLE COr"Y (TYP) OVERALL SITE PLANalllQllll'sc Iulll!I!ro, v.X2l�//A2�66W9Ld///d%HYp9/h PiLY//4d/H%ZY'r1W/e %//9/i/%4�¢. �Y9/////GOOLY9///. NYbX9lHLtd/.bri/9, 1 1 1 :1 61 1 51 10, 1 1 CROWN v CASTLE LGHtSauareo10 DRAWN BY: jM DHSIGNED/QABY: JM ISSUED FOR nEV MT DRA'N I D6CPoPnoN A 11/17/14 ,IM I PpBJ-P 'V. No 273 ¢S is v: a T TE OF .0t O R 1 O Andm Jawph Fandozzi III, P.E. Ifesetanal Engsneer Uoenw: 1721 Cmm CoeBe USA, Ina wOca6on of Aothoriza8on /28W DEC 0 8 2014 �99 STRUCTURE W/ APPURTENANCE ELEV. = 489'-8° HEIGHT OL TURE FINAL TOWER ELEVATION SCALE: N.T.S. CROWN v CASTLE E1ISnNG ANTENNAS h I' ELEV. = 4737 0° RESERVED ANTENNAS a_7 = 460'-0" EXISTING ANTENNAS h ELEV. = 456'-0" (E) 480'-O" GUYED TOWER LGWtSQUcif2D 1 EXISTING = 438'1 ANTENNAS l ELEV. 4EP EXISTING ANTENNAS h ELEV. = 427'-0" PROPOSED LIGHTSOUARIDANTENNAS h O�OSED..(-i)�KATHREIUpEy, _ 3�-075 007.4"OPRIGH%%TENNAy,U RESERVED MOUNTS h ELEV. = 000'-0°IXISTING ANTENNAS .-� aO W QELFV.= 346'-0"SR 2-3/4" `DO IXISTING AMENNAS h � (n A OELEV.= 316'-0"O'AZIMUTHRESERVED ANTENNAS ELEV.= 281'-0"ORESERVED ANTENNAS h �pROPOELEV= 276'0"VALMONi P aIXIENNAS .�I ELEV. = 267'-0° BACK OPUONAL) R(tOPOSEd.<(1)-AIWNIING CIAMP r' IXISTING ANTENNAS 9 (&R - ClAA1P006C ELEV. = 254'-0° (OR EQUIVALENT) E STING ANTENNAS DRAWN BY. TM ELEV. = 238'-O" DESIGNED/QABY: JM RESERVED ANTENNAS h ELEV. = 222'-0" ISSUED FOR. RESERVED ANTENNAS h REV M1 oRrx aeviwnoN ELEV. = 202'-0° COPY A 11/17/14 JM I PRf➢Ur 0 IZ/4/14 JM CONSIRMCRON EXISTNG ANTENNAS � PROPOSED ANTENNA LAYOUT L SCALE: N.T.S. q�UpTurgr �%%% IDSEPH F '!"' IXEIST�IyNG ANT3E�NNAaS �� si ,: q�� E%ISTING A�TENNAS �`,QQ�.' •�'`CEtv �SF •/0�i ELEV. - 118'-0° �: No I3� (E) 480'-0" GUYED TOWER THESE PLAW# AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD RdSPECTORH THAT VAY BE NECESSARY IN OtliM TO COMPLY WITH ALL APPLICABLE CODES. ANTENNA NOTES: 1. THE SIZE, HEIGHT, AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS 2. CONTRACTOR SHALL VERIFY HEIGHT OF ANTENNA WITH UGHTSQUARED REPRESENTATIVE 3. ALL ANTENNA AZIMUTHS TO BE TAKEN FROM TRUE NORTH 4. CROWN CASTLE HEIGHT VERIFICATION IS TO BE FROM BOTTOM OF TOWER STEEL TO CENTERLINE 5. ALL INSTALLS WITHIN 10 FEET OF TOWER TOP REQUIRE FULL TAPE DROP COMPLETION PER FAA/CROWN CASTLE REGULATORY REQUIREMENTS. IF THE TOWER IS LIGHTED THEN THE TOWER LIGHTS (INCLUDING SIDE LIGHTS) ARE TO BE INCLUDED IN THE MEASUREMENTS FOR HEIGHT VERIFICATION. THE MEASUREMENTS ARE TO INCLUDE THE REQUIRED PICTURES OF THE TAPE DROP MEASUREMENT AS WELL AS PICTURES OF THE TAPE MEASUREMENTS OF THE LIGHTS AND THE FM REQUIRED PICTURE ACROSS THE SECTORS WITH THE TOWER LIGHT AND CARRIERS ANTENNAS IN THE PICTURE AS PROOF THAT THE TOWER LIGHTS ARE NOT NESTED. 9 : 1/ Y 7 �"' V •:a And" Joseph Fandozzi 111, "feWmal Engineer U mse: Cram CasUa USA, Ina Certification of Authorization I DEC 0 8 SREES NUMBER: REVISTi C-2 0 t E EXISTING FEEDUNES NO7 SHOWN FOR CLARITY OF THE PROPOSED INFORMATION PROPOSED FEEDLINE LAYOUT N.T.S. A (1) COMMSCOPE PE (1-5/8-) FEEDLINE TALLY W/ VALMONr HANGERS (P/N: PACED EVERY 3'-1S' INTALS THESE PLk\Fj AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD frNSPEVORS THAT MAY BE 14ECE9MY IN ORDER TO COftiPLY WITH ALL APPLICABLE CODES, 9 'CROWN CASTLE UGHdSauarec) W U ^ CD oW Q 00 x � �D o F u O 0. a >WWWC �i IIII DDRAWN IGNED/QAEV: IM IIII IIII ISSUED FOR. IIII ff •alndudOes Fra1rdwa to mount to.round.meinbers 1-1/2'to: ��'1`0 OSEPH, q, 4-1/2'. Large -Leg Adapter tCt availablelfor leg; 4,-3/4'to ��� R4�•' CC E.N ••• , OD.and a'to 8 angles. QQ••• �' :• Accommgdates leg slopes of40:.1(1 43?), 10:1 (5.7^);. or � Q I�p 7 32 • M1lount.pivots for easy azimuth adjustment. • Stiffarnandhardwa' mduded;' %9 ST TE OF ! Rated'for 250 W6 live load. n ' Part.#,' VMI•part_ M1lounting Pipe •PSA3 193109 3' Stand -Off Mount Kit � FSA6 195649 8 Stand-off Mount Mt LLEGK 803422 Large -Leg' Ad apter tot for 4-3/4.'!o 30c5/0' Diainetertir3' to 8':Angles PROPOSED VALMONT STANDOFF MOUNT SPECIFICATIONS (OR EQUIVALENT) SCALE: N.T.S. Andnw Joseph Fandozzi III, desalonal Engineer License: Cronin Castle USA, Inc. vtHfcatlon of AuthorIzation I DEC 0 8 2014 SIME'rNUMEER; IREVISI4 C-3 0 E E Omnidirectional Antenna +s7a-1s7 Vertical Polarization 0 Fixed Electrical Downtilt +•s' Preliminary Issue VPol Omni 1670-1676360' 13dBi 1.Vr Type No. 750 10074 Frequency range 1670-1675 MHz Potanimbon Vertical Gain 13 d3i Elecbiml fat 1.5', good Impedance 50& VSWR c 1.2 Max power 200 W fat 50 -C ambient temperatwe) 4• w g at 5 � o g Ventral Potent 1.5'eleclrim,10 ofn Mechanical specifications Input 7-16 fema@ Connector position Battam Weight 6 kg Radame dameter 51 mm Wind load 190 N (al 150 cram) Max wind velocity 200 km/h Packing size 2900 x 146 x 112 mm Height 2650 man Omnidirectional Antennas Solid, reliable construction Preliminary Issue Accessories (order separately) Type No. Description Remarks Welghl aOPtox Units per antenna 736 906 1 2 damps IMast 94 —125 mot diameter 28kg 1 737398 1 Sidemouoting bracket I Mast 40-105mmdameter 6.4kg I 1 Mounting: The antenna ran be anadred laterally at the tip of a tubular mast of 50-94 mm crweterwithl U-bolt bmdmts supplied vdth the antemre (connecting oWe runs outside the masts k � Material: Radiator. Copper and brass Radome: FibeigLass, colmin:. Gray. Base: Weamenpmof aluminum. Mounting kit screws and nuts: Stainless sleet Solid, toilette cons mmoru Omni&rectional antenrms are often iminfed at exposed sites on the top of musts, so special attention has been paid In theirmemdmal construction. The exceptionely she fiberglass tube with low lip defection wID withstand wind velocities of up to 200 cram. Excellentgmunding: Envlmnmentel tests: Please notes: KATHREIN 750 10074 SPECIFICATIONS SCALE: N.T.S. From the solid metal tip right down to the base of the high gain antennas the grounding moss -section is 22 mmr copper or mom, exceeding EN 50063-1. KaWem cellular arMnnas are designed to operate under the emtian- mental randtions as described In ETS 300 019-14 tlase 4.1 E The antennas exceed this standard with regard to the following items: — Low temperature: —55 -C — Ho temperature (dryp+60'C KaNxem antennas have passed emrimnmental tests m remnmended in ETS 300 019-24. The homogenous design of KanueWs antenna families use identical modules and materials Edmsive tests have been perimmed on typical samples and modules. n TrTI S R As a result of more stringent legal regulations and judgements regarding product IlabOity, we am obliged to point out certain risks that may arise when products are used under extraordinary, operating conditions TM mechanical design is based on the env0onmentol conditions as stipulated in ETS 300 019-14. which Inductee the static mechanical load imposed on an antenna by vi d at maximum velocity. Extraordinary operating conditions, such as heavy icing orexcepdonal dynamic acres (e.g. strain mused by osdlating support sWeturm), may result in the breakage of an antenna at even muse it to fell to the ground. These facts must be considered Owing the site planning process The Installation team must be properly qualified and also be familiar with the relevant national safety regulations. The detage given In our data sheers haw to be followed carefully when Installing the smannas and aece5apde . The limits for the coupling torque of RFconnectors, recommended by the connector manufacturers must be obeyed Any previous datisheet Issues have now become Invalid. THESE PLre.A19 AND ALL PROPOSED WORK ARE SUBJECT TO ANY CoilgECTIONS REQUIRED BY PIELD'.NSPECMIgg THAT MAY 13E NECESSARY IN ORM TO COMPLY WITH ALL APPLICABLE CODES. CROWN as CASTLE LpHeSouarei3ki W iwwt U^ 2 v CG ET1 r-� i� w �3 oa ow Q 00 W w� a zft�D r Pia o Z o A I� DRAWN HY: IM DESIGNED/QA BY iM ISSUED FOR 213 1 * ,rakNo 1II Tj TE OF Andrew Joseph Fandozzi III, dfroelonal Engineer Ucame: Crown Castle USA, [no. Ndfication of Authorization i DEC 0 8 2014 SHEET NUMBER: IRE 0VISICT GPS/AVIATION SPECIAL PURPOSE ANTEI GPS-TMG-HR-26N, High Rejection 26dB With Enhanced Narrow Band Filtering The GPS-TMG-HR-26 timing reference antennas feature a 26 dB amplifierand narrow band high rejection filtering specifically designed to support long- lasting, trouble -free d eployments in congested cell -site applications with severe Interference around the CPS L1 frequency. The proprietary quadrifiliar helix design, coupled with multi -stage filtering provides superior out-af-band rejection and lower elevation pattern performance than traditional patch antennas. The unique radome shape sheds water and ice, while eliminating problems associated with bird perching. The antenna may be purchased by itself or with pipe mounting hardware. Custom models or site kits options are also available. The antenna label and collar mount are color coded red for differentiation purposes. This antenna is made of materials that fully comply with provisions stipulated by EU directives RoHS 2002195/EC. Antenna Element Electrical Specifications Frequen Antenna Antenna Nominal VSWR Polariz on Connector Band ain Impedance 1575.42 -1- Right hand N, female (one 10 MHz 3.5 dI 50 ohms s1.5:1 circular - bottom fed) Mechanical Specifications Antenna Shipping Antenna Shipping 'Radame Dimensions Dimensions weight Weight Color 5.0" H x 3.2" D 7.5" L x 4.4" W x 3.8" D 0.6 Its; 1.9 Its; White (126H x81 mm) (190 Lx 112 x 96 mm) (0.3 kg) (0.9 kg) Environmental Specifications Temperature Range Humidity, - 40'C to . 85'C 95% Mounting MI mounting options fit pipes of 1"-1.45" (25 rI mm) maximum diameter. Model Options. GPS-TMG-HR-26N Antenna Only. Does not include mounting hardware. GPS-TMG-HR-26NCM includes red powder coated collar mount (GPS-TMG-MNi R) t.. GPS-TMG-HR-26N o GPS-TMG-MNT-R GPS-TMG-HR-26NCM (�PCTEL Low Noise Amplifier Specifications Frequency Band (MHz): 1575.42.1- 1.2 MHz AgylirrerGeln: 26.5 cut "/-3 dB Nomitaitmpedance: 50 than outputV5W6: - 2.0:1 Nolte Figwe (fricha ng pre -selector): s 4.0 dB @ -25'C (typ.) a 4.5 dB ® •25'C Imax.) operating DC Voltage. 3.3-12.0 V (regulated) Survival DC Voltage: 24V OC Current' s40MGSV Filtering: 4-stage 0lteringvxluding preselector O d-ol-Band Rejection z65 d0©1559MHz a 65 d861625 MHz -Special order. Please contact PCTEL Customer Service for ordering detail and ad0intional mounting options PCTEL GPS-TMG-HR-26N SPECIFICATIONS SCALE: N.T.S. THESE PLC Y ; AND ALL PROPOsEA WORK ARE SUBJECT TO ANY COPAECTIONS REQUIRIFD 6Y PIELD DISPECR3P,a THAT UAY BE NECESSARY IN ORDEAi TO COMPLY WITH ALL APPLICABLE CODES. 9 iP AN 47+ , `. l CROWN v CASTLE LGHI-Scuari ki W III U N `� w o1-+ a o� A oro1a.4 aF a F O O P. W P-1 DRAWN BY: ]M DESIGNEDIQABY: JM ISSUED FOR fill 0 1 144/141 JM I CONS VILKI 1111 'Q p'. ATE OAF R Mdretr Joseph Fandozzi III, F.E. desstonal Engineer License: J721 Govan Castle Usk Ina atiRoction of Authorization #289'' �fffl E Product Specifications Construction Materials COMMSCOPE' FXL-1873 FXL-1873, HELIAXQ) Flexible Coaxial Cable, smoothwall aluminum, 1-5/8 in, black PE jacket Jacket Material PE Outer Conductor Material Smoothwall aluminum Dielectric Material Foam PE Flexibility Flexible Inner Conductor Material Copper Jacket Color Black Dimensions Nominal Size 1-5/8 in Cable Weight 0.67 lb/R 1 1.00 kg/m Diameter Over Jacket 50.292 mm 1 1.980 in Inner Conductor OD 0.7070 in 1 18.0000 mm Outer Conductor OD 1.8731n 1 47.600 mm Electrical Specifications Cable Impedance 50 ohm t1 ohm Capacitance 23.0 pF/h 1 75.4 pF/m do Resistance, Inner Conductor 0.370 ohmsfkft 1 1.210 ohms/km do Resistance, Outer Conductor 0.170 ohmsfM 1 0.560 ohms/km do Test Voltage 9000 V Inductance 0.194 pH/m I 0.059 pH/R Insulation Resistance 100000 Mohms•km Jacket Spark Test Voltage (rms) 10000 V Operating Frequency Band 100 - 2700 MHz Peak Power 315.0 kW Velocity 88% Environmental Specifications Installation Temperature -40 oC to +60 •C (-40 OF to +140 •F) Operating Temperature -50 •C to +70 •C (-58 OF to +158 •F) Storage Temperature -55 •C to+80 •C (-67 OF to +176 •F) General Specifications Brand HELIAX@ Mechanical Specifications Bending Moment 149.1 N-m 1 110.0 R lb Flat Plate Cmsh Strength 220.0 Ib/In 1 3.9 kgfmm Minimum Bend Radius, Multiple Bends 444.50 mm 1 17.50 in Minimum Bend Radius, Single Bend 279.40 mm I 11.00In Number or Bends, minimum 15 Tensile Strength a 680 kg 1 1500 lb THESE PL%N*S AND ALL PIROPO&ED WORK ARE SUBJECT TO ANY COMECTIONS REOUIRLID BY FIELD SISPECMI43 THAT MAY BE NECESSA2Y IN OADM TO COMPLY WITH ALL APPLICABLE CODES, COMMSCOPE FXL 1873 PE SPECIFICATIONS SCALE: N.T.S. CROWN Product Specifications COMMSCOPE° 4V CASTLE HnmaeY DJtfW. Note Performance Note Values typical, unless otherwise stated LGH*muc- 'eD Operational Band Note Operational band Is 100-2700 MHz I Formula/calculated operational band Is 100-2580 MHz Standard Conditions Attenuation, Ambient Temperature 20 •C 1 68 OF Average Power, Ambient Temperature 40 ^C 1 104 OF Average Power, Inner Conductor Temperature 100 •C 1 212 OF Return Loss/VSWR U "O: I. Frequency Band VSWR Return Loss (dB) C % a 6 680-960 MHz 1.13 24.30 in u" F 1700-2000 MHz 1.13 24.30 a 0 2300-2500 MHz 1.13 24.30 C:> P4 l I, a a Attenuation .�- A Z 0 1•.�.�1' O ��yGyy Frequency (MHz) Attenuation (dB/100 m) Attenuation (dB/100 H) Average Power (kW) ♦ ,,�., V, 0.5 0.042 0.013 248.74 1 0.06 0.018 175.58 )i1•( \� �+ 1.5 0.073 0.022 243.18 O i0+ 2 0.085 0.026 123.86 10 0.191 0.058 54.83 20 0.272 0.083 38.48 30 0.335 0.102 31.24 50 0.437 0.133 23.98 - - 88 0.587 0.179 17.85 DRAWN BY: JM 100 0.628 0.191 16.68 DESIGNED/QABY: JM 108 0.654 0.199 16.02 150 0.779 0.237 13.45 174 0.843 0.257 12.43 ISSUED FOIL• 200 0.908 0.277 11.53 RLV DAM DRA71 I DLSCRFIION 300 1.232 0.345 9.26 A 11/17/14 du PRBIMIN4RY 400 1.325 0.404 7.90 0 12/4/14 JN CONfi1RUCRON 450 1.415 0.431 7.40 Sao 1.5 0.457 6.98 512 1.52 0.463 6.89 600 1.662 0.506 6.30 700 1.813 0.553 5.78 800 1.956 0.596 S.36 824 1.989 0.606 5.27 �t`"'� EPH 1"���� 960 2.172 0.662 4.82 �����•,9C fl 1V .. 410 o 1000 2.224 0.678 4.71 �� SIC : V� - S�•• �� 1250 2.532 0.772 4.14 : ���• No 2132 1500 2.819 0.859 3.72 = Q , M1873 1700 3.037 0.926 3.45 ��,(u •.•.0 P, _-,� 1800 3.143 0.958 3.33 2000 3.348 1.021 3.13 tS •••'••••• . 2100 3.449 i 051 3.04 ,/t sliest', 2300 3.645 1.111 2.87 Mdraii Joseph Fandozzi III, P.E. 2500 3.835 1.169 2.73 Irohissionall Engineer License: /7213 2700 4.021 1.226 2.61 Crcim coldle Usk Ina Certification of Authorization #28970 L""Y C`i DEC 0 8 2014 n a A v4am1 a UX M Ar, raaan. un� A u�or� wro�rrsso�ruc o�iorlt�m.� ro Aum me ooason. 0 SKEET NUMBER: REVISION: C-6 0 Ia Butterfly Hangers A vainnontIf COMPANY Captivated nut will not All edges are radiused parts are tumbled, so I are no sharp, edges. x head bolt for easy Attaches with 3/8' to towers or adapters Features: Allows cable attachment by using 3/8" hardware (not included). Will not loosen over time. Hex head bolt is also slotted for use with a screw driver. Fits corrugatedand smooth wall cables. Construction: Constructed from high grade 304 stainless steel for maximum corrosion protection. Part is tumbled and cleaned to remove burns and oil. THESE PLs.Wh AND AL�Lt PROPOSED WORK ni Design Criteria: Can be used outdoors or Indoors. ARE SUBJECT TO ANY CORRECTIONS REQUIROD BY FIELD I NSI THAT MAY BE NECEBdA'!!Y IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 Part # Cable Size U of M Welght/Mpk 11 7/8- 10 pack 1lb. BUG114 1-1/.4" 10 pack Ilb. BUG158' 1-5/8" 10 pack 1lb. BUG214 2-1/4' 10 pack 1.811 New York, NY Las Angeles; CA Salem, OR 886438-7761 686-77E1937 886888-9191 Agana, GA Plymouth, IN Dallas, TX 866-901-0603 WS-753-1446 888-0095161 VALMONT HANGER SPECIFICATIONS SCALE: N.I.S. CROWN ,y CA_STLE ;LGHr-Sduar Eiq W oa oW A 00 x a �D � z �H A �� 00 O O w �1 IIII Im DDRAWN IGNED/QABY: Im IIII ISSUED FOR Rev wM orwR orsaaRnox p 11/17/14 JN PR MJw 0 1 12/4/141 JY I WNSIRI IION No. ATE 'OF Andlew Joseph Fandozzi III, P.E. hofessional Engineer Maras: %721 Crolrn Castle USA, Inc. certification of Authorization /289; DEC 0 8 2014 HE NUMBER: REVISIT C-7 0 A Rack System Designed to Meet The Challenges Your Data Center Faces Today Yourmissiancitial networks are carrying an ever-increasing amount of voice, data and video. Loorrdngonthe horizonh a critical mass of V01P, high speed acss, wireless applications and increasing demand for blade serverdeployment. The DCF optimized rack system from Emerson Netulork Pol stagnates your Computing hardware, powermanagement tochrologiesand peripherals in yourdata centctitgtsxssuporior design and flexibility, a0owing optimal data center equ ipment performance and easy installation DCF Optimized Rack Systems offerthese advantages: Flexibility: • Avagablein eightstandzd sizes, tomeetskeneeds • Compatiblevith Emerson NetworkPovrer RackPDUs, L-sbertrackmouMUPS,Able Contablmerdald Liebert Mil modular busrvay—agimm asingle source • Factory installation of nick POUs,forfsstdeployment • Tool-Icssa=mriessimplifyeablemanagcm=Lairnow management and component mounting • Static load capacity up to 3000MA,363kg •'Simple integrationcfpo ,,coohngandmonitodrg equipment NlgherAvailability: • 75%frontsed reaudoorper(orationprovides marimum airlim to intemalcquipmcnt . Easyamesstoardmanagememofequipment . Frontandrearlockstarsemuity • Faston-sHedeployment LovrestTotal Costof Ownership: • Easyinstallation saves fine andmoney: liftoff "as. dual side Panels, 19'rel adjustment, U markings on 19' mlh, low Profile caters, tool -less acemc des • Excellentvalueforfeatures, durebilityard price • Integral part of the total data centersolutions from Ernerson Network Pourer saves time and money on configuration ant integration THESE PL -IS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD MSl THAT MAY BE NECLSSkaY IM OWN TO COMPLY WITH ALL APPLICABLE CODES, Specifications —DCF Rack Mill Mill 42 Heel601 Mwia� _ t100IdaTj F2812 u 200ape.tl 2-02a61 1200(Mj Wit _ 4. 2L00(78.1-p - _W0(at Ol -1100µaT)._. M12 42 zma(mr) cooler al 1200µ.31 Full M z25o(6a Bl. 600m(r) F8512 1200µZal -_ Fall _. M 2250(6a.81) I_ 800(31A1 _ _1t00(43J-)__ _ 1`81312 18 VeogiaBI Im0(a1.Il 120a(asl Standard Faatuns • Single perforated larking front door • Hardware ltil(0tyS0 Ma Cage Nutsand • Splilreardoaclocking Strews) . Split side panels, locking . Boltdownbmdrets a Nigh densitymble entry roof(2500t at . Keys 5 ables) . Central gmuMhlg point . Low profile aster= it laNmg feet • TG014ess accessories BveOable . 2Setslg'EUrsiq . Lieben M9 attadlmemoption • 2 Full height mrkPDWcable management bmrkeb Door Perforation Rail Ifi land Coating—mided Meet hare, ponder mating for radt surface. RAI 7MI black Stage Load rapacity —Up to3,000 gei kg g heroin oompibnee:(Is ) rack mount equipment. Hill Environmental Compliance: RoM Total Rack Solutions Fmm Emerson Network Power A limed choice of racks and enclosuresto Rtevery Application and budget DCFatd DCM rack systems area partof the Emerson Network Pawerportfolio of Infrastructure Managementsolutions that can provide busmess-vitical continuity, fordatacentersofanysae. The DCFoptimiwd rack system is a cat -effective, pre-engineered rack for general data center needs. The op fimaed features: delivery and pricing make this rack a great value for most IT needs. Avallable In indi strystandad saes, the 064 md(systemalso offers many tool - less options to enhance ce ble mamgementand a'WeA,. The DCM modular rack system Provides awidevadetyoffeatures and customizable optionstosult urdque data cente r deeds. It offers all theadvancedleatures and Innovative flexibility required to Accommodate today'sdense, and complex ITsystems and atworkgear. The DCM rack system is ideal for users who require s7wcific cenfigumtions, nonalandad sizes, system Integration and factory Insisted components. annnlCswmmlwa7. Finarolnerwnaa.eraamoemvmrmt.onvovwaoavevmnaac ml'Enmeb FrommFIShrA. OAt1F�mnExmkfA. INDOOR LIEBERT F2611 DCF 42RU RACK SCALE: N.T.S. Fm Al N.bl Po var uiucim,inzAA w•m ra,.d eaten 10501mi amomm PA.em Mtes CieA0vx0l umrasunr mAeenra env en 022: V1ve N5.n Wima QUF) eNaaoua Proretam:.mus.1 eNb16a13 f/JI Fmosmumwnvo•m F wea,uammAl.n vatmmm mvme ZmaNWunYeTopwu aaatapengSmaroD1 nmv M 01:SOL1a 2I5n FAX r.019'A 0meapmea,a&e r.ongml a.m.'o,remcvav Prul,pArlHa m 2.7�al2aer4(115 M327300512 nut Ilebal 24x7Tech Support amrdl97r Plmn• . e148a1e1551om`1aa Us) Emerson Network Po vet The global leader in enal SushessCNiolca"A"hTl. cnssemv we.eo. MACPoxe ■Connectivity ■ DC Paver 5nbeddedCompufng ■ Embedded Paver ■ Infrastructure Management g Monitoring 0 Clubldefl ant ■ Power 9xitdmg A Contrds 0 Precision Coating i Ra" Integrated Cabinets ■ Services ■Slugs Protection Emeron Nolwork Powemom k CROWN qy CASTLE LGHtSoucareD Q DRAWN HY: JM DESIGNED/QABY. JM ISSUED POP: b No 72132 STATE OF Andrew Joseph Fondozzi III, P.E. rfesdonal Engineer Uceal J721 Civilian Castle USA, Inc. atification of Authorization 02811' HEEt'NUMBE& REVISIT C VMB0 (E) TELCO BOARD (E) CROWN CASTLE SERVICE PANEL (E) DISCONNECT SWITCH PROPOSED UGHMUAREI (1) 20 A14P 120VAC BREAIA tER (1) 30 AMP 240VAC BREAKER (NE)CT AVAILABLE (3) POSITIONS NEEDED) SECTION 26 100 - BASIC ELECTRICAL REQUIREMENTS CROWN SUMMARY: v CASTLE PROPOSED FEEDLINE THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. COMMSCOPE FXL 1573 PE PROPOSED QUALITY ASSS R�ANQE- PCTEL T GPS-TMG-HR-26N A. ALL EQUIPMENT FURNISHED UNDER DMSION 26 SHALL CARRY UL LABELS AND LISTINGS PROPOSED 1/2•_7/8• WHERE SUCH LABELS AND LISTING ARE AVAILABLE IN THE INDUSTRY.FEEDLINE TO GPS LGHtSauareoB. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS E%PERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE + + t PROPOSED USE FOR THIS PROJECT. (E) CABLE ENTRY '}' +C. MATERIALS AND FQUIPMENT; ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF & BUS BAR THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS. SUPPORTING DEVICES- V A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY ANDPROPOSED GPERMANENTLY IN ACCORDANCE WITH NEC. �___ /,+/(E) GROUND + + B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. O a Q V (Q7 _ + + C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND THEIR c + . + + + + + SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE + + + + + + + + + FOLLOWING: Vl o.zy C�jJ 1. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT PROPOSED OF THE PROOF TEST LOAD. ♦� /'1 F F� UmDCF 2. USE VIBRATION AND SHOCK -RESISTANT FASTNERS FOR ATTACHMENTS TO CONCRETE j••`�� 0 42RU RACK SLABS. O^ LL IN A 5'-O'x5'-0' AREA F"'1 PROPOSED SECTION 26 200 - ELECTRICAL MATERIALS AND I I WALL MOUNTED EQUIPMENT I DRAWN BY JM CONDUIT: DESIONE D/QABY: JM PROPOSED A. RIGID GALVANIZED STEEL (RGS) CONDOR SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE ISSUED FOR-- (1) LG-30R OUTLET GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR UNDERGROUND RUNS. RIGID REV DATI: DRWN DESCRwmN -- ATTACHED TO CABLE TRAY CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC EXTERIOR AND INTERIOR BY A 11/17/14 JM PRLDMjw OVER PROPOSED CABINET THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE PRODUCED TO ANSI 0 12/4/14 JM CDNMUCTION SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND SHALL BE USTED WITH THE (E) CABLE TRAY UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR THESE PL4,Wa AAD ALL PROPO$EO WORK TUBY ALLIED, EPUBLIC COMPRESSION C WTABLE.NORGS CONDUITS SHALL BE MANUFACTURED ARE SUBJECT TO ANY COP W 1ONS B. UNDERGROUND CONDOR IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE FOR \\\\\\EE1E1fIf , R:QUIRt� BY FIfcLD'�15PHCTEiR&THAT DIRECT BURIAL S A PUCABL . JOININSTRUCTIONS.SHBEBE LED, AND FLUSH BE CARLON WELDED ``,\\ �pgEPH Fgy,p MAY BE NECESSMY IN O#Rc?EtR T... •.,•••• *-, GFPOSEED COMPLY WITH ALL APPLICABLE COD S. ELECTRICAL PRODUCTS OR APPROVED EQUAL : oQf4 �•v�GE N F . 10 i - Y W/ (4) %10 & C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC C ;� NO % T32 •'• i (3) /12 THHN WARES LONG SWEEP RADIUS ELBOWS. *� N D. ALL UNDERGROUND CONDUIT OR CONDUIT IN CONCRETE SHOULD BE PVC. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS AND i9 •• ST TE, OF +' CEIUNGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO-GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCEDTO ANSI SPECIFICATIONS C80.3, FEDERAL ���nn•••�[ Q Q;� \�,,� SPECIFICATION WW-C-563, AND SHALL BE UL LISTED. EMT METALLIC BE MANUFACTURED BY ��PS • ALLIED, REPUBUC OR WHEATLAND, OR APPROVED EQUAL FITTINGS SHALL BE METAC AI s/•••••�••L'` \� (E) CROWN CASTLE SHELTER COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. ff/,f81NA; \\\\\\ E LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO MdTaw l Enginwph w Ucan III, 721 EQUIPMENT FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING mtassiCm Castle U k Inc./7213 Cram f Authorization USA, In COPY THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT BE CerOficaODn o1 AuthDHiOUDn #28970 Cp�,j1ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6-FEET. LFMC Q L�j SHALL BE PROTECTED AND SUPPORTED AS ONDA MIE BY NEC. MANUFACTURERS AOF L[[[.FFeF1j('�v�---III FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, E7 0 201/i OR APPROVED EQUAL. DECGlA R 6 A tlpAIYN pf W fDp AW PEPSIIL 1wEc nm A9E Jnom imem ,Ne ovaenvl �IUTILITY ROUTING PLAN F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). WA mMP 0oanpU� ( SCALE. N SLEET NUMBER: REVISION: 0' 1' 5' 10' E-1 0 .L TO ANTENNA COAX TO ANTENNA COAX TO ANTENNA COAX TERRABAR GROUND BAR 00o000a0oo0o0 000409300000C TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: 1. DOUBLING UP "OR STACKING' OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. ANTENNA GROUND BAR DETAIL N.T.S. COAX CABLE (TYP FOR ALL) ANTENNA GROUND BAR W/O — INSULATORS BONDED DIRECTLY TO THE TOP OF TOWER SEE NOTE 1. RE: 1/G-1 6 AWG 2—HOLE LUG 2 AWG CU STRANDED WIRE WITH GREEN, 600V THWN INSULATION NOTE 2 STANDARD GROUND KIT (TYP) TO BTS EQUIPMENT VIA TRAY OR ICEBRIDGE 6 AWG 2—HOLE LUG --� ANTENNA GROUND BAR W/0 I INSULATORS, CONNECTED DIRECTLY TO 1 THE BOTTOM OF TOWER. SEE NOTE 1. RE 2/G-1 2 AWG SOLID TINNED BARE CU WIRE -- 1 TERRABAR GROUND BAR 0000000000000 0000000000000 000000000000o p 12 SOLID TINNED COPPER CONDUCTOR TO TOWER TWO HOLE LONG BARREL GROUND RING (2 TYP. FOR COMPRESSION LUG (TYP) BOTTOM GROUND BAR ONLY) NOTES: 1. DOUBLING UP 'OR STACKING' OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL 4. INSTALL GROUND BARS AT 75 FT. INTERVAL MAXIMUM. TOWER GROUND BAR DETAIL SCALE: N.T.S. TO ANTENNA THESE PLA,;Wj AND ALL PROPOSED WORK STANDARD GROUND KIT (TYP) ARE SUBJECT TO ANY CONEC I IONS RELIUIRG-D BY FIELD INSPIC*95 THAT MAY BE NECESSSM IN ORM TO COMPLY WITH ALL APPLICABLE CODES, 6 AWG STRANDED CU WIRE FURNISHED W/KrF. MARK WITH GREEN TAPE (TYP) F Lt u0 p MECHANICAL CONNECTION GROUND RING EXISTING GROUND WIRE (TYP) NOTES, EXOTHERMIC WELD (TYP) 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI —OXIDANT COATING. 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. TYPICAL ANTENNA CABLE GROUNDING `f SCALE: N.T.S. GRADE 6' WIDE METALLIC HTEL WARNING/LOCATOR TAPE AT 12' DEPTH r 0 z z o n EXOTHERMIC w /WELD w N GROUND RING 12 AWG COPPER WIRE SOLID, TINNED GROUND ROD COPPER CLAD STEEL ROD W/MIN. 5/6 o x 10'-0' LONG 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL GROUND ROD DETAIL 5SCALE: N.T.S. 00000oo00u 0a 00. 00000000 a 00000000008 TWO HOLE LONG BARREL COMPRESSION LUG (TYP) TERRABAR GROUND BAR #2 SOLID TINNED COPPER CONDUCTOR TO TOWER GROUND RING (2 TYP. FOR BOTTOM GROUND BAR ONLY) NOTES: 1. DOUBLING UP 'OR STACKING' OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL �1 SHELTER GROUND BAR DETAIL SCALE: N.T.S. 2—HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER GROUND BAR I `STAINLESS STEEL FLAT WASHER STAINLESS STEEL BELLVILLE WASHER STAINLESS STEEL. NUT SINGLE CONNECTOR AT GROUND BARS STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER STEEL DRAGON TOOTH WASHER 2—HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL STAINLESS STEEL FLAT WASHER BELLVILLE WASHER STAINLESS STEEL NUT SINGLE CONNECTOR AT STEEL OBJECTS STAINLESS STEEL SELF—DRILUNG METAL SCREW 2—HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL FLAT WASHER METALLIC OBJECT DRAGON TOOTH —' WASHER SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS HARDWARE DETAIL FOR EXTERIOR CONNECTIONS %J,l SCALE: N.T.S. CROWN v CASTLE LGHtjQUareo W H V � oa oW A I� DRAWN BY: )M 41 QA BY: DESIGNEDISSUED FOR: � III t,� �rrOAOlIJ�?9:F51:IRKR•I:� III And" Jaseph Fandozzi 111. P.E. Ifessional Engineer Ucenee: 17213: Cro" Castle USA, Inc. afification of Authorization /28970 DEC SHEET NUMBER IREVIS11 G-1 1 0 :E s T. o qm 11 TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GT TYPE TYPE_Y.tl PE_NL TY_PE_S TYPE GY rtj —NA 6 ?3 :E�lt N ME W TYPE VS TYPE VB TYPE PT TYPES& TOTE: RICO EXOTHERMIC 'MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT AANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. CADWELD GROUNDING CONNECTIONS SCALE: N.T.S. O Ph ANrENNA r NT r � «� tz' ro za• tzo• uAm N:RPRODFING KR (SEE � (SEE NOTE J) CABLE GROUND KB /S AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUNDBAR). SEE NOTE 1 & 2 CMLE CONNECTOR 1. DO NOT WSTALL GBIE GRWNO KR AT A BEND AND ALWAYS DIRECT GROUND WOE DOWN TO GROUND But. 2 GROUNDING TOT SHALL BE TYPE AND PARE NUMBER AS. OR RECOMMENDED BY CABLE MANUFA UN O. WEATHER RROOFlNG SHALL BE TWO -PARE TAPE Ka, COLD SNRWK SHALL NOT BE USED. WIRE SIZE BURNDY LU BOLT SIZE g6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT #2 AWG STRANDED ' YA2C-2TC38 3/8" - 16 NC S 2 BOLT #2/0 AWG STRANDED YA26-2TC38 3/8' - 16 NC S 2 BOLT $4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT NOTES 1. ALL HARDWARE BOLTS. -NUTS. LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS FOLLOWS BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. 2. COPPER SHIELD, ANTIOX; CR NO-OX OR EQUIVALENT SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ARE SUBJECT TO ANY CORREC T IONS REQUIRm BY PILL© afSP C?Djg2 THAT ro AMENNJAAY BE NECESSAllY III ORD" TO OMPLY WITH ALL APPLICABLE CODES, R%2 nn/ttt WF TNERPcm.)ROOFlNO KOPJ COAX JUMPER �GROUND NR CONNECTOR wFA(r6`.) tSEE Nc NR (IYP.) SEE NOTE ANICABLE ro M E1R EOVIP6IENT AWG '� TO G ND WNG DO NOT RS U GROUND W AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR WEATHER PROGRNG SWW. BE TWO-PART TAPE W. COLD SHRNK SHALL NOT BE USED. CABLE GROUND KIT CONNECTION /—,1 GROUND CABLE CONNECTION SCALE: N.T.S. `'f SCALE: N.T.S. 3/8-11xl" TAMPER RESISTANT BOLT INSULATORS � WALL BRACKETS p p p ° o p p a o p 0 0 0 0° 0 0 LOCK WASHER 0 0 ° ° °a 7/16" P/N M10 n UNIVERSAL COPPER GROUND BAR (4"x207 PROVIDED BY ERICSSON GROUND BAR DETAIL 6 SCALE: N.T.S. NOTE: MINIMUM OF 3 THREADS TO BE VISIBLE (TYP.) 2 HOLE LONG BARREL TINNED SOLID COPPER LUG (TYP.) c TIN COATED SOLID COPPER BUS BAR CHERRY INSULATOR — INSTALLED IF REQUIRED S/S NUT (TYP) S/S SPLIT WASHER (TYP) S/S FLAT WASHER (TYP) S/S FLAT WASHER (TYP) S/S BOLT (TYP) NOTES: 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS. 2. COAT WIRE END WITH ANTI -OXIDATION COMPOUND PRIOR TO INSERTION INTO LUG BARREL AND CRIMPING. 3. APPLY ANTI -OXIDATION COMPOUND BETWEEN ALL LUGS AND BUS BARS PRIOR TO MATING AND BOLTING. 7LUG DETAILDETAIL � SCALE: N.T.S. 2)­'__­"' SCAL/ E: N.T.S. LUG CONNECTION BURNDY GROUND LUG (SEE TABLE FOR SIZE AND MODEL) NUT (TYP.)---­, LOCK WASHER (TYP.)- GROUND B BOLT (TYP.) 01�BURNDY TWO HOLE LUG WITH LONG BARREL FOR #6 AWG STRANDED OR EQUIVALENT BARE WIRE TO BE NO-OX AT BOTH ENDS 6 AWG STRANDED GREEN INSULATED #6 AWG FROM NOTES: 1. ANTENNA GROUNDING BARS NOT TO USE INSULATORS. ANTENNA CABLE GROUND KR 2. GROUND BARS AT BOTTOM OF TOWERS SHALL ONLY USE EXOTHERMIC WELDS. jnIyI jnI�InIIjnI�I j� I j� I I j� I I I� I 3. GENERAL CONTRACTOR IS TO FURNISH AND INSTALL A NHOLE GROUND BAR IN THE OF THE R85 I IIII I I I II I I I III AND RI TIE-IN TO EXISTING GROUND RING. COPPER GROUND BAR ON WALL ICE BRIDGE, FLOOR OR ON ANTENNA TOWER 'TWO HOLE LUG, OR GROUNDING SHALL BE EXOTHERMIC WELD TO ELIMINATED WHEN BE USED WITH #2 GROUND BAR IS AWG BCW TO BUILDING ELECTRICALLY BONDED SERVICE GROUND OR TO METAL TOWER GROUND RING GROUNDWIRE INSTALLATION SCALE: N.I.S. INSTALL PROPOSED GROUND BAR TO PIPE. $2 TINNED SOLID IN 3/4" — UQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD —WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. TIE INTO EXISTING GROUND RING PIPE CADWELD QARI LE C ti TRANSITIONING GR4WUD DETAIL N.T.S. CROWN �✓ CASTLE LGHtSQIlar2D lqkpw H V • P4 C�a` O oa oo a �H AN � �a A oz o6 a Q a W DRAWN BY: jM DESIGNED/QABY: )M ISSUED FOIL PRM MINARY Q,:I No 7 32 1 1 9: Ua p'. STA E OF Andrew Joseph Fandolzf Ill. riessional Engineer License: Grown Castle USA, Ina wtlficatlon of Authorization A SMET NUMBS EVISIT G-2IR 0