Loading...
HomeMy WebLinkAboutCD 2017-0022; CALAVERA HILLS COMMUNITY PARK; Consistency DeterminationT-MOBILE SITE NUMBER: SD06378A T-MOBILE SITE NAME: CALA VERA HILLS COMM SITE 'l1YI' E: LIGHT POLE TOWER HEIGHT: 80'-0'' • CONSISTENCY DETERMINATION EXHIBIT FORORIGINALPROJECTNO. QA.t' Z(e(,eA AL ('\ CDNO. '20 I 7-o O --J...."2- ~ ~ Date: /2.-/'{-/7 CROWN CASTLE BU #: 822887 Don Neu, City Planner . A ~ _ _.J_ _ •. RECOMMENDED BY: tfvt_,{/1. .-'U,\'.A(_A..f JU ----~---- DATE: I c9, -f ::J -/---::'.}- SITE ADDRESS: COUNTY: JURISDICTION: 2997 GLASGOW DR CARLSBAD, CA 92008 SAN DIEGO CITY OF CARLSBAD T-MOBILE L700 SITE INFORMATION DRAWING INDEX LOCATION MAP SITE NA..\IB: CALA VERA HIILS COMM SHEET# SHEET DESCRIPTION SITE ADDRESS: 2997 GLASGOW. DR CARLSBAD,C1,92008 T-1 TITLE SHEET COUNTY: SA.NDIEGO T-2 GENERAL NOTES MAP/PARCEL #: 167-101-35-00 T-3 A..NTENNA AND CABLE SCHEDULES AREA OF CONSTRUCTION: EXISTING C-1.1 SITE PLAN l------+---------------------1';, LATITUDE: 33° 9' 58.80" C-1.2 ENLARGED SITE PL"-N LONGITUDE: -117° 17' 57.60" C-2.1 ELEVATIONS LAT /LONG TYPE: NAD83 C-2.2 ELEVATIONS GROUND ELEVATION: 348' FT. C-3 ANTENNA PLAN A.ND MOUNTING DETAILS JURISDICTION: CITY OF CARLSBAD C-4 OCCUPANCY CLASSIFICATION: C-5 u EQUIPMENT SPECIFICATIONS EQUIPivIENT SPECIFICATIONS C-6 PLUMBING DL'\GRfu\1 TYPE OF CONSTRUCTION: VB ~··Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 CROWN ~CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 GLl\SGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE \ A.D.A. COMPLIANCE: FACILITY IS UNMANNED A.l\JD NOT FOR HUMAN HABITATION ALL DRAWINGS CONTAINED HEREIN ARE FORJvIATTED FOR FULL SIZE. CONTRACTOR SHALL VERIFY ALL PL"u"\JS i'u"\JD EXISTING DL.'1:ENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL llv:ITvfEDIATELY NOTIFY THE ENGINEER IN WRITING OF Al'\J-Y DISCREP A._l\!CIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAl'vfE. > ISSUED FOR: < PROPERTY OWNER: TOWER OWNER: APPIJCA..l\JT: CARRIER: CROWN CASTLE APPIJCATION ID: ELECTRIC PROVIDER: TELCO PROVIDER: CITY OF CARLSBAD 405OAKAVE CARLSBAD, CA 92008 CCTMOllC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 T-MOBILE 10509 VISTA SORRENTO PKWY SlJITE 206 SA.N DIEGO, CA 92121 380696 SA..N DIEGO GA.S & ELECTRIC 800-611-7343 N/A NIA PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROPOSE A..'J ANTENNA MODIFICATION ON AN EXISTING \X'1RELESS SITE. • REMOVE (3) All\JTENNAS • INSTALL (3) Al'JTENNAS • INSTALL (3) RRUS B12 • INSTALL (1) X:M1J INSIDE EXISTING CABINET s INSTALL RBS 6131 APPLICABLE CODES/REFERENCE DOCUMENTS ALL WORK SHALL BE PERFOfuvIED A.c'°'D J\1ATERIALS INSTALLED IN ACCORDANCE W1TH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GO'v'ERNING AUTHORITIES. NOTHING IN THESE PI~'\..NS IS TO BE CONSTRUED TO PERMIT WORK: NOT CONFOfu'vfING TO THESE CODES: NO SCALE APPROVALS THE FOllOWING PARTIES HEREBY APPRO'v'E AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REV1EW BY THE LOCAL BUILDING DEP ARThIBNT AND A..1\J-Y CHANGES s"-ND ivIODIFICATIONS THEY MAY ll\1POSE. PRINT N.AJ.vIE SIGNATURE DATE ( REV A 0 \ DA1E DRWN DESCRIPTION DES./QA l i 3-27-2017 JC PRELIMINARY JC i 4-17-2017 JC CONSTRUCTIOl\ JC PROJECT TEAM CODE TYPE BUILDING MECHA..'\JICAL ELECTRICAL CODE PROJECT MANAGER ________________ _ CROWN CASTLE A&E FIRM: CROWN CASTLE DESIGN PACKAGE BASED ON RF DATA SHEET 2016 CAIJFORNIA BUILDING CODE (2015 IBC) 2016 CALIFORNIA :MECHANICAL CODE (2015 UMq 2016 CALIFOfu'\JIA ELECTRICAL CODE (2014 NEC) 2000 CORPORATE DRIVE VERSION: 1.1 CANONSBURG,PA 15317 ISSUED: 1-24-20l? REFERENCE DOCUMENTS: CROWNAE.APPROV AL@CROWNCASTLE.COM STRUCTURAL ANALYSIS: JACOBS ENGINEERING GROUP CONST.PM. RF ENGINEER CROWN CASTLE CONTACTS: :MARCH 21 • 2017 SAC REP. 38TECHNOLOGYDRIVE,SUITE250 PLAN CHECK COMMENTS: MOUNT AN_'\LYSIS: BY OTHERS RichardBoelter,P.E. 1. IRVINE, CALIFORNIA 92618 Professional Engineer License, #C60291 PLAN CONSULTANT________ _____ ____ !TIS A VIOLATION OFLAWFORA.i'lY PERSON, SARA BOND _ PROJECT J\1ANAGER UNLESS THEY _f\RE ACTING UNDER THE DIRECTION (949) 930-7466 OF ALlCENSED PROFESSIONALENGil'<'EER, ~~o\f ~~ng,~oDRTGUF" · CONS1RUCI10N MANAGER ' =:,:~~JE[~ML '[i ;. ::::B::;: SH~:::::-~VlSION, BEFOREYOUDIG! ··"' ~ !Ifft T 1 o 1 ---------~-4_i)_E9_1_~_74_~_f_MARE __ K_-_A_&E __ PR_O_~_E_C_T_l\_W_N_A_G_E_R _____ 3 _· _____________________________________________ -_,._, .• ,_,,_.,""_:f_,:_/_· ·_· _______________________________ \,~_:::-:,,. ______ -___________ _) SITE WORK GENERAL NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC /IND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION. 3. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN CASTLE TOWER SITE" AND LATEST VERSION OF TIA 1019 "STANDARD FOR INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." 4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. 5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIF!CATIONS. 12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR ERCSION AND SEDIMENT CONTROL. 13. NOTICE TO PROCEED-NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. 14. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILl1Y OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA 1019 (LATEST EDITION), OSHA, AND GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO ANSI/TIA-1D19 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. STRUCTURAL STEEL NOTES: 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 2. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"¢) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 3, NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"¢ ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 4. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. CONCRETE AND REINFORCING STEEL NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, AC! 336, ASTM A 184, ASTM A 185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30D0 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. SLAB FOUNDATION DESIGN ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH .................. 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER .................................. 2 IN. #5 AND SMALLER & WWF ................... 1 1 /2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: 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, UNLESS NOTED OTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. MASONRY NOTES: 1. HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION C90, GRADE N. TYPE 1. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F' m) SHALL BE 1500 PSI. 2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. C270 TYP. "s'· MORTAR AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 3. GROUT SHALL MEET A.S.T.M. SPECIFICAT!ON C475 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. 4. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 5. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL GROUT IS FULLY CURED. GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR- SUBCONTRACTOR- CARRIER- GENERAL CONTRACTOR (CONSTFWCTION) T-MOBILE TOWER OWNER-CROWN CASTLE OEM-ORIGINAL EQUIPMENT MANUFACTURER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDiTIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR AND CROWN CASTLE. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WiTH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. ABBREVI.ATIONS AND SYMBOLS: ABBREVIATIONS: AGL BTS (E) MIN. REF RF T.B.D. T.B.R. TYP REQ EGR AWG MGB EG BCW SIAD GEN ABOVE GRADE LEVEL BASE TRANSCEIVER STATION EXISTING MINIMUM REFERENCE RADIO FREQUENCY TO BE DETERMINED TO BE RESOLVED "TYPICAL REQUIRED EQUIPMENT GROUND RING AMERICAN WIRE GAUGE MASTER GROUND BAR EQUIPMENT GROUND BARE COPPER WI RE SMART INTEGRATED ACCESS DEVICE GENERATOR !GR INTERIOR GROUND RING (HALO) RBS RADIO BASE STATION SYMBOLS: -'---'-- D-' ~ SOLID GROUND BUS BAR SOLID NEUTRAL BUS BAR SUPPLEMENTAL GROUND CONDUCTOR 2-POLE THERMAL-MAGNETIC CIRCUIT BREAKER SINGLE-POLE THERMAL -MAGNETIC CIRCUIT BREAKER CHEMICAL GROUND ROD TEST WELL DISCONNECT SWITCH METER EXOTHERMiC WELD (CADWELD) (UNLESS OTHERWISE NOTED) MECHANICAL CONNECTION GROUNDING WIRE \ 1 El ECTRICAL INSTALLATION NOTES: 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. HILTI EPOXY ANCHORS ARE REQUIRED BY CROWN CASTLE. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT iD NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). 8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION CLASS B STRANDED COPPER CABLE RATED FOR 90" C (WET AND DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, "TYPE TC CABLE (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS 8 STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75· C (90" C IF AVAILABLE). 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITc-1 NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILl1Y IS NEEDED. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. 21. WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SW!NG OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER). 22. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVAN!ZED OR EPOXY-COATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND RATED NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. 24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-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. 25. NONMETALLIC RECEPTACLE, 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. 26. THE SUBCONTRACTOR SHALL NOTli''f AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "T-MOBILE". 29. ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. GREENFIELD GROUNDING NOTES: 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS #2 AWG SOLID TINN-D COPPER "OR O T BTS , t ' U DOOR 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT /GROUND BARS AND THE GROUND RING SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE !NDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45· BENDS CAN BE ADEQUATELY SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 15. APPROVED ANTIOX!DANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 1 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH 1-#2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD-WELD TERMINATION POINT. THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). NEC !NSJLATOR COLOR CODE DESCRIPTION PHASE/CODE LETTER WIRE COLOR 240/120 10 LEG 1 BLACK LEG 2 RED AC NEUTRAL N WHITE GROUND (EGC) G GREEN VDC POS + *RED-POLAR!TY MARK AT TERMINATION *BLACK-POLARITY VDC NEG -MARK AT TERMINATION PHASE A BLACK 240V OR 208V, 30 PHASE B RED(ORG. IF HI LEG) PHASE C BLUE PHASE A BROWN 480V. 30 PHASE B ORANGE PHASE C YELLOW * SEE NEC 210.5(C)(1) AND (2) ( T · ·Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 ~,J CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 ) >---------------~::::: T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALAVERAHILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE ISSUED FOR: REV DATE DRWN DESCRJPTION DES./QA A 0 3-27-2017 JC PRELlMlNARY JC 4--17-2017 JC CONSTRUCTION JC Richard Boelter, P .E. Professional Engineer License: #C60291 IT IS A VIOLATION OF LAW FOR.A.t'\IY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LlCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUIYIENT. SHEET NUMBER: REVISION: T-2 0 EXISTING ANTENNA/ CABLE SCHEDULE ANTENNA RRU TMA AND/OR DIPLEXER SECTOR MODEL SIZE AZIMUTH RAD CENTER QTY MODEL QTY MODEL QTY Al KRC118023-l-B2A_B4P (QUAD) 50.9" oo 60'-0" --1 TWINAWS A2 KRC118023-l-B2P_B4A (QUAD) 50.9" oo 67'-0" --1 A A3 A4 -- Bl KRC118023-l-B2A_B4P (QUAD) 50.9" 120° 60'-0" --1 TWINAWS B2 KRCl I 8023-1-B2P _ B4A (QUAD) 50.9" 120° 67'-0" -- B - B3 B4 -- Cl KRC118023-l-B2A_B4P (QUAD) 50.9" 240° 60'-0" --1 TWINAWS C2 KRCl l 8023-l-B2P _ B4A (QUAD) 50.9" 240° 67'-0" -- C C3 C4 -- PROPOSED ANTENNA I CABLE SCHEDULE ANTENNA RRU TMA AND/OR DIPLEXER SECTOR MODEL SIZE AZIMUTH RAD CENTER QTY MODEL QTY MODEL QTY Al K.RC118023-l-B2A B4P (QUAD) 50.9" oo 60'-0" 1 RRUll B12 l TWINAWS A2 KRC 118 048/1 96.0" oo 67'-0" AIR21 I A A3 ------- A4 -------- Bl K.RC118023-l-B2A B4P (QUAD) 50.9" 120° 60'-0" 1 RRUll B12 l TWINAWS B2 KRC 118 048/1 AIR21 96.0" 120° 67'-0" B 1 B3 ------ B4 -------- Cl KRC118023-l-B2A_B4P (QUAD) 50.9" 240° 60'-0" l RRU11 B12 1 TWINAWS C2 KRC 118 048/1 96.0" 240° 67'-0" AIR21 C C3 ------ C4 I -------- ANTENNA/CABLE SCHEDULF NO-ES: 1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION 2. COAX CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING. FABRICATION, OR INSTALLATION OF CABLES. 3. BOLD INDICATES PROPOSED EQUIPMENT HYBRID CABLE (HCS} COAX FIBER TYPE LENGTH QTY TYPE LENGTH QTY LENGTH 2 7/8" 68'-0" -- 2 7/8" 68'-0" -- -- 2 7/8" 68'-0" -- HYBRID CABLE (HCS) COAX FIBER TYPE LENGTH QTY TYPE LENGTH QTY LENGTH 2 7/8" 68'-0" -- I 2 7/8" 68'-0" -- AVA7-50 (1-5/8") 110'-0" 2 7/8" 68'-0" -- ( ~ II ·Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 ~IV CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 T-MOBILE SITE NU1vIBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE >~~~ ISSUED FOR: \ REV DAIB DRW'N DESCRJPTION DES./QA A 0 3-27-2017 JC PRELllvllNARY JC 4-17-2017 JC CONSTRUCTION JC Richard Boelter, P.E. Professional Engineer Llcense: #C60291 IT IS A VIOLATION OF LAW FOR &'\JY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGTh.'EER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: T-3 0 ' __,,,-,/ J -__.,..--· (E) so' -0" LIGHT 1 w > <( y u <( 0:::: <( 2 <( f- SITE PLAN SCALE: 80' 40' 0 / ' (E) BASEBALL FIELD ') t,. ',((E) BUILDING\ ,' /}< '>>;;,,;~ APN: 167-101-34-00 1" = so· -o" (FULL SIZE) 80' 1" 160'-o" (11x17) \ (E) EQUIPMENT AREA \ cl ,0 ' ' ' '--·· ..... ,._ -__ j_, / / I / I / ( ~ · ·Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 CROWN ~ CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFOR,.1\JlA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE ISSUED FOR: ' REV DATE DRWN i DESCRlPTJON DES./QA A 0 3-27-2017 JC ' PRELIMINARY JC 4-17-2017 JC CONSTRUCTION JC .Richard Boelter, P .E. Professional Engineer License: #C60291 IT JS A VIOLATION OF LAW FOR ANY PERSON, u"NLESS THEY ARE ACTING u"NDER THE DIRECTION OF A LlCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: C-1.1 0 \ f, I " t "' . \ " -a,_ 1, h. , • ,!Jc~=·-·•~j, / (E) T -MOBILE (3) 6"¢ (E) 80' -0" LIGHT POLE UNDERGROUND PVC __,/ CONDUIT '" /'"' / ', / '"" ,--NEW T-MOBILE FEEDLINES: -(1) HYBRID CABLE (1-5/8"} 1 ENLARGED S\TE PLAN SCALE: ~-0 i (E) CABINET BUILDING 1/2"-1'-Q" (FULL SIZE) 2' 1/4"-1'-Q" (11x17) I (E) CABINET ·-:,, \!\j ~~'. \_,-/- ' ' \\ \ ...... ------- \,, ___ (E) DISCONNECT SWITCH --(E) ROOF OVERHANG \ UTILITY CABINET I 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 f~; CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALlFORNIA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-011 LIGHT POLE ) ISSUED FOR: \ REV DATE DR'X'N DESCRIPTION DES./QA A 0 3-27-2017 JC PRELIMINARY JC 4-17-2017 JC CONSTRUCTION JC ~-~ Richard Boelter, P.E. Professional Engineer License: #C60291 IT IS A VIOLA.TION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGTh.'EER, TO ALTER THIS DOCUi\.lENT. SHEET NUMBER: REVISION: C-1.2 0 $ HEIGHT OF STRUCTURE ELEV. = 83' -2" (E) BALLFIELD (E) T-MOBILE EQUIPMENT · ···---..__ TO BE REMOVED: -............ . ......._ -(3) ANTENNAS -.......______ . T-MOBILE EQUIPMENT ANTENNA CL: 60' -o• ANTENNA CL: 67' -o• MOUNT CL: 62' -0" MOUNT CL: 67' -0" (E) T-MOBILE FEEDLINES: __/ -( 12) 7 /8" COAX CABLES ,.,///. ~ r: ' ' '' ' ' ' . ' '""'""'": ! I i I I , I I A :, ' I ' / : I l ' ~ (E) T-MOBILE (3) 6"¢ UNDERGROUND PVC ___ / // CONDUIT (E) T-MOBILE EQUIPMENT TO REMAIN: -(3) ANTENNAS -(3) TMAs 80' -0" LIGHT POLE 1 EXISTING WEST ELEVATION SCALE: NOT TO SCALE EXISTING RAD CENTER $ ELEV. = 67' -0" EXISTING RAD CENTER $ ELEV. = 60' -0" r · (E) BUILDING I --------~-------------------------- ¢) HEIGHT OF STRUCTURE ELEV. = 83' -2" (E) BALLFIELD $ TIP OF ANTENNA ELEV. = 71 '-0" , ~ (E) COLLAR MOUNT WILL I ·, .............. HAVE TO ADJUST DUE TO : 1/, . -THE NEW 8' ANTENNAS j l/,1 I. NEW T-MOBILE EQUIPMENT: ····---· , ·· -(3) ANTENNAS ----................ , P' -(3) RRUS -....... __ ~ V ,-, .i~ 11 i "·"- ! -...,.........._ , '---(E) T -MOBILE EQUIPMENT: ! I I -(3) ANTENNAS , I -(3) TMAs T-MOBILE EQUIPMENT ANTENNA CL: 60' -o• ANTENNA CL: 67' -o• MOUNT CL: 62' -o• MOUNT Cl: 67'-0" I I I I ! I I I I , , I f l I l ~ ,,,/ ! f" ~ !_,, ~ ' ~ ! /' : NEW T -MOBILE FEEOUNES: -~,,., I ! -(1) HYBRID CABLE (1-5/8") ! l : r ~ /I /'/ 'II // r ; // I , / i (E) T-MOBILE FEEDLINES: _,. I I -(12) 7/8" COAX CABLES 1 (E) T-MOBILE (3) 6"~ UNDERGROUND PVC-~ CONDUIT I ! I I I I . ; I I I l I I ! ' I I >== /' NEW WEST ELEVATION SCALE: NOT TO SCALE 80' -0" LIGHT POLE NEW T -MOBILE RAD CENTER S ELEV. = 67'-0" · NEW T -MOBILE RAD CENTER $ ELEV. = 60' -0" 1-(E) BUILDING I ! I ! I ~··Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 'lilllll'i11 CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE ISSUED FOR: REV DAIB DRWN DESCRIPTION DES./QA A 0 3-27-2017 JC PREL!JVIINARY JC 4-17-2017 JC CONSTRUCTION JC Richard Boelter, P.E. Professional Engineer License: #C60291 !TISA V1OLA.TION OFLAWFORA.NYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LlCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: C-2.1 0 '1 ) T-MOBILE EQUIPMENT ANTENNA CL: 60' -o• ANTENNA CL: 67' -o• MOUNT CL: 62' -o• MOUNT CL: 67' -o• (E) T-MOBILE (3) 6"¢ $ HEIGHT OF STRUCTURE ELEV. = 83' -2" /:-.__:_~ , .. _____ / (E) BALLFIELD (E) T-MOBILE EQUIPMENT ----._ TO BE REMOVED: ~-! I -(3) ANTENNAS ---~ (E) T-MOBILE EQUIPMENT _/ TO REMAIN: -(3) ANTENNAS -(3) TMAs (E) T-MOBILE FEEDLINES: ___/ -(12) 7 /8" COAX CABLES /" _,,/ ----------------- '"'"""'"'"'"'"'"'"'"''-··----··"''"" -" : ______ :::,,.__ __________________ /-----: :----..... "'"'""""'"':<-:: _______________ / ---- UNDERGROUND PVC_,,,.,/ CONDUIT ~ 1 EXISTING NORTH ELEVATION SCALE: NOT TO SCALE ' ' ' ! ! ,,::;:-~ '""~---j / '"', ,,..-·--c._ 7-· ---\ ;> ---\ .. '----.. / "' ,../ EXISTING RAD CENTER $ ELEV. = 67'-0" EXISTING RAD CENTER $ ELEV. = 60' -o·' I I I ~ (E) 80' -0" LIGHT POLE / . / I/ 1-(E) BUILDING I I ____ ,__ ___________ , ' --~ ~£If:th~~ T-MOBILE EQUIPMENT ANTENNA CL: 60' -o• ANTENNA CL: 67'-0" MOUNT CL: 62' -o• MOUNT CL: 67' -0" (E) T-MOBILE (3) 6"¢ $ HEIGHT OF STRUCTURE ELEV. = 83' -2" ,,c::=.:.\_ '"-.. ___ ) ✓-, /--·--·~ 's...__ ____ ./ /.::=-:~~- < .. _____ .. / ;::=__\._ \...~ _____ ,.) ;-.:=-~ (.,._ _ __..../ ,., ... , ..... , ............ , ....... """" "",' """" ""' ... . --·--. ,..,---. /--·-2\_ r·-.,~ \_.._ ___ , _,.) ;"--...... _.,...) (E) BALLFIELD L_':.,. ' _,-,-------(E) COLLAR MOUNT WILL If) TIP OF ANTENNA , /__,------HAVE TO ADJUST DUE TO ELEV. = 71'-0" 11/1r// THE NEW 8' ANTENNAS ~' ~-' NEW T-MOBILE EQUIPMENT:------.___ vJ! NEW T-MOBIELLEVE RA.~ c6E7N.~E0R • ., -(3) ANTENNAS ------1 = _ 'I' -(3) RRUS ~ , , , ~~ ·~ ////n ,/ i I _,,/ I~ l NEW T -MOBILE RAD CENTER $ ELEV. = 60' -0" (E) T-MOBILE EQUIPMENT:~ : -(3) ANTENNAS I ! ,,,-(E) -(3) TMAs , , 1 // so· -0" LIGHT POLE (E) T-MOBILE FEEDLINES: ~-- -(12) 7 /8" COAX CABLES ! I_..../ I, ! l ,,,,-j I ~ ! ,! ' // --,, 11 NEW T -MOBILE FEEDUNES: ---✓-✓ -(1) HYBRID CABLE (1-5/8") ! --(E) BUILDING I ' , ---------------------------' I I I ?'""'"""'--" --. -. --------cL_ __ ---------y--~' ------' ---- /' 1 I fa UNDERGROUND PVC~/ CONDUIT 2 NEW NORTH ELEVATION SCALE: NOT TO SCALE I I ! 11 i l ' ' i I , , I I !l ! i 11 f--------------------- ~ ~··Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFOR_NIA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE ISSUED FOR: REV DATE DR\11/N DESCRIPTION DES./QA A 0 3~27~2017 JC PRELIMINARY JC 4-17-2017 JC CONSTRUCTION JC ' .Richard Boelter, P .E. Professional Engineer License: #C60291 IT IS A VIOLATION OF LAW FOR A.c'<Y PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LlCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: C-2.2 0 \ ) (GAMMA) C1 240° AZIMUTH (ALPHA) 0° AZIMUTH A1 I ;--(E) T-MOBILE ANTENNA / TO BE REMAIN / (3 TOTAL, 1 PER SECTOR) I' ' B1 (BETA) 120· AZIMUTH ANTENNA LAYOUT 60' RAD CENTER 1 EXISTING ANTENNA LAYOUT SCALE: NOT TO SCALE ERICSSON -RRUS 11 WEIGHT (FULLY EQUIPPED): 50.7 LBS SIZE (HxWxD): 19,7x17x7.2 IN, ERICSSON -RRUS 11 SCALE: NOT TO SCALE (GAMMA) CZ 240° AZIMUTH / / (ALPHA) o· AZIMUTH / // _,~ (E) T -MOBILE ANTENNA / TO BE REMOVED /1 (3 TOTAL, 1 PER SECTOR) B2 (BETA) 1 20° AZIMUTH ANTENNA LAYOUT 67' RAD CENTER I (E) 80' -0" ~ LIGHT POLE '""',,,". (GAMMA) c, 240° AZIMUTH '~ l /~ (E) T-MOBILE ANTENNA (ALPHA) 0° AZIMUTH / TO BE REMAIN / (3 TOTAL, 1 PER SECTOR) A1 / I I ,:~{:~1:~::~i '\_ B1 (BETA) 120' AZIMUTH (GAMMA) C2 240" AZIMUTH ANTENNA LAYOUT 60' RAD CENTER 2 NEW ANTENNA LAYOUT SCALE: NOT TO SCALE ©NOT USED 4 SCALE: NOT TO SCALE t ' INSTALLER NOTE: REPLACE EXISTING PIPE MOUNTS W!TH NEW 2-1/2" STD (2-7/8" O.D.) GALV. SCH 40 PIPE AS REQ'D. (ALPHA) 0° AZIMUTH /J.2 ~ NEW T-MOBILE ANTENNA / ERICSSON -KRC 118 048/1 (3 TOTAL, 1 PER SECTOR) ANTENNA LAYOUT 67' RAD CENTER I ~··Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 CROWN ~lJ CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CAI.A VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE ISSUED FOR: REV DATE DRWN, DESCRIPTION DES./QA A 0 3-27-2017 JC i PRELIM1NARY JC 4-17-2017 JC CONSTRUCTION JC Richard Bodter, P.E. Professional Engineer License: #C60291 !TISA VIOLATION OFLAWFORANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF ALlCENSED PROFESSIONAL RNGINEER, TO ALTER THIS DOCUr,,lENT, SHEET NUMBER: REVISION: C-3 0 \ I MASTERL IN E Class ic Hy bri d (MLC H) Sto ndard Specif ico ti on Optical Fiber Color Code acc. AN51/TIAj EIA598-A U Llisting tray ooble [type TC-ERi Conductors class C str an d ed , 6A'vVG -48V P c•1Ne r Conductor s OV Power Conduct ors e-ommon rain wir-e ~ ~ "' (j_ I\llinimum bending radius 12 x outer diameter E ~ "' ______ _;;;_ ______ ....,_ ___ _ C old b ending ~40 °C F•assed < --------- Vert i ca I flame test FT4 passed --------- Co Io r coding alarm wire 2 x 4 -5 pairs 18 AV-./G t\vi sted pa irs 4 x 8 -7pairs 18 A\tVG twisted pa irs 6 x 72 -9pairs 18 A\/\/G tvvisted pa irs Standard cab I e I ayout Fibers Outer diameter 2 x4 #6AvVG Sfibers, 05.0mm 272 mm [l 07"1 4 x 8 #6A'0/G 16 f ibers, Cl 5. 0 mm 33 mm [73"1 6 x l 2#6A\tVG 24 fibers, 0 5 .0 mm 38.9mm [1 53"1 G) HYBRID CA BLE SECIFICATIONS SCALE: NOT TO SCALE INSTALLER NOTE: MOUNTI NG BRACKET (SUPPLIED W/ ANTENNA)~ ANTENNA MOUNTING PIPE ~ (1YP) 1. ALL PIPES, BRACKETS, AND MISCELLANEOU S HARDWARE TO BE GALVANIZED UNLESS NOTED OTH ERWISE. ANTENNA PER PLAN MOUNTING BRft.CKET (SUPPLIED W/ ANTEN NA) ANTE NN A MOUNTIN G DETAIL 2 SCALE NOT TO SCALE , W eight 0.75 lb s/ft l. 3 lbs/ft l.77 lbs/ft 0 NOT USE D 3 SCALE NOT TO SCALE I ~··Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORKL"'-91761 >---------~::/ ,. CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE , CALIFORNIA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 G LASGOW DR CARLSBAD, Cli 92008 EXISTING 80'-0" LIGHT POLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 0 3-27-2017 JC PRELIMTNA RY I JC 4-17-2017 JC CONSTRUCTION I JC I I ' I I Richard Boelter, P.E. Professional Engineer License: #C60291 !TIS A VIOLATION OFLAWFORAf..'YPERSOI\, UNLESS THEY ARE ACTING T.Jt,;DER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: C-4 0 Ericsson Antenna Integrated Radio (AIR) -Prelim in ary Info 220mm 307mm 1~~ •: ·-~1 ---+-r--,,J : I : • • flitf1111f • > • 1 ANTEN NA SPEC IFICATIONS SCALE: NOT TO SCA LE / Ericsson lA Product Info (AIR : ~ctlve Integrated Radio): I Availability 4' All:l 6' AIR 8' AI R ' Active Radio ln A V\r S 40 '13 30 '13 40 '1? Aciive Radi<J In PCS 40 '13 30 '13 20 '13 Prellmlnar:i:0 8' AIR 8' AIR I 6' AIR 6' AIR 4' AIR 4'IAIR (B2 A/B5P/B12P), (B4A/B5P/8112P) fB2Ai BSP/B 12P) fB4AI B5P/B12P) {B2·A/ B5P/B12Pl (B4AI B5Pi B112P) Product Num ber KRC 11 8 05411 KRC 118 04 8/,1 KR7' 11R 055/1 KRC 118 056/1 KRC 11 8 056/1 KRC 1:18 057,1 AcUve PCS A'NS I PCS AWS PCS AWS an1ennarractlo 2 TX l 4RX 2TX /4 RX I 2 TX l 4RX 2 TX f 4RX 2 TX !4 RX 2TX /4 RX Bypass 700/85i0 MHz 7001850 MHz 700/850 MHz. 7001850 MHz. 7001850 Ml-lz 700i850 MHz an tenna +/-45° +l -45° +/-45° +/-45" +/-45° ' 0 +/r 45 Antenna HBW 67" (700 /850 MHZ) 67 (700!850 MHz) 68° 700/850 MHZ) 68.u (700/850 MHz) 68" {7001850 MHz') 68° (700,1850 MHz) 65° {PCS) 65°{AWS) I 5° (PCS) 65 {AWS) 65° (IPCS) 66Q(AWS) Antenna VBW 9 .. 2° (7()Qf850 MHz) 92° (700/850 M\"IZ) I 7 .5° (IPCS ) 7.5° (AWS) i TB TB TB D 100 Ante nna Gain 14.3 dBd (700/850 14.3 dBd (7 001850 13.3 dBd 13.3 dBd 11.9 dBd 11.~ dBd MHZ) 1 M z) J (700/850 M Z) (7 001850 MHZ) (700/850 MHz), (70Dl850 M Z) 17 .6 d8!1 (PCS), 16..3d8i (AW ') 18 dBi (PCS) 17.5 dBi (AWS) 17-•17.5 d.Bl (AWS) 17-17.5 ~Bi iAWS} Antenna lllting 2-1 O' (700/8-50 I 2-10" (700/850 2-12°(700/850 M z) 2-12° (700/S50 M z) 2-16° (700/850 MHz] 2:-16' {70!)/850 MHZ} Range MHz) M Z) I 2-1 2°c csi 2-12°(AWS) 2-12° (PCS) 2-11 (AINS} 2-12° {E"CS) 2-12 (AWS)1 Interfac e -Two optical iiber po s (CPR!) for acilve ante nat,adio -One power connac )r, -48, v c [ -Two 7/15 fema.le1cn neciors fo r passlve ante ma, wi th RET support /AISG 2:.0) Nu n ber oi Up to 4 p to 4 I Upto4 LJp to 4 Up io4 I UMTS carriers Upto.4 I LTE Up lo 20 MHz 2x2 1-IMO : Suppoii.eel DUW,D I us2 DUW, DUL1, oys2 DUW , DUl1, DUS2 DUW, DUL1, DUS2 DUW, DUL1, DUS2 DUV\f, DIUL'' DUS' Base band ' Dfmensions I I ( xWx ) 9B'x12 .. 1"x8.7" 96"x12.1"x8.7I 7s•x1 4.8"x8.6" 7S "x1 4.8'x8.6' 54'x14LS"x8 .6" 54 "X1 4.8'X8.6" I Weight 121 lbs 121 lbs I H D IDS 11.0 IDS 100 Ills 1 DO lbs HW Ava i labllitv 20 '1 3 I 40 '12 i 30 '13 30 '13 40 '13 40 '13 SW L1 3A L128 I L13A L13A L13A L~3A Depe ndency L.138 (mixed L138 (mixed mor e) 138 (mixoo 1ode ) L 13B (mixed mode) L1,3B (mfxe mode) L 139 (m xed mode) mode ) I u Antenna specifi ca io~ data a ,u "' ""'' u '" µ aui:jm; "'" 1 ell iina;y . 1 leas a note · a· the base 9and capacity sho Id i e provisioned accordingly ·o support the 4-way RX diversity, a DUL20 can support up lo J2 MHz. Dandwidth (# of secio x # oi X legs x!LT E carrier bandwidth). -US4 1 is expect&d ·o be available in 4 '12. I ·:: .. ,:,. ' ;•; ~ • ~ · ·Mobile· 325 7 EAST GUASTI ROAD, SlJITE 200 ONTARJO, CALIFORKL", 91761 CROWN CAST LE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 3-27-2017 JC PRELH,HNARY JC JC ' 0 4-17-2017 I CONSTRUCTION JC Richard Boelter, P.E. Professional Engineer License: #C60291 !TIS A VIOLATION OF LAW FORJ,NY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION / \\ OF A LICENSED PROFESSIONAL ENGINEER, :< "-._ TO ALTER THIS DOCUMENT. _ SHEET NUMBER: REVISION: \ C-5 0 I AIR21 !l.ntenna # 84P lJ21 Rear of Antenna B4A LTE I AIR21 !.ilntenna # ,f i,=,i,l:Im,11 ,--.. -~-.......... g":,.•., ·:•:-: :;-.;-.:-;3i:;·:-❖:-:::-:::!·::...-:::~~ ------- Section 3 -Proposed Temp late Im ages B1 2P Optical Ports AL_702Cc.png 702Cc Alpha Antenna View LEGEND RF Coax Cabling -Hybcid Ca t.le line Sar!ding GS.M - Alpha --U 19 -B<ita -l21 "port Samma --L21 2"11 port O..lta -l7001"poo = Epllson l 700 2" port -Ze~a --DC PO',•te< - Pow,er Opti cal Porns .,/ ~-~~ Po •Ner , RRUS1 1 812 Notes: ' RF El + =._2 ___ _ '-.,. ·1 .t. "' "' -OUT RFA OUT "'1 ~L.~---l-l-1,-,t-.,..__....,_ ___ .iu, • II - ' 1 /RFeon,\i. 2 I•= 1b ;is l ~ 1 2 TMA 3 4 I I :ill/. '11:1 c:: 0 e "' 0, = c:: D () I-w 0:: FU . RU22 Q 0 RU22; • 0 ~ • ·1 .... LMU I I I o,.,,i ., I : LMU Jumcer .,.,, ('N · female ro DIN, adapler cable) ~§jl ij~ " 0 """: II= ~~,I, 1:1 "< J<iJ I ~ 11 1:1 ' ' ]------~--------~~~---------------Ground 6 6 0 0 9 6 ~ 6 6 6 6 6 6 6 0 0 <> 0 .... 0 @ Optical (!;)Optical @Exiemal (l) ® @-48V DC Port 1 Port] Alarm ALP Groundi ng / Power RF Port 1 RXAl/O lo u • ..., Cl. lur1i::m:, 0 PLUM BI NG Dl.,\GR AM SCA LE: NOT TO SCAL E I I \ .. ,..,,-.______,, -- r_p • ·Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CAUFORNIA 91761 .,,, CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVIJ\:E, CALlFORNLI\. 92618 >-------------<'/ "', T -MOBILE SITE NUJVIBER: SD06378A BU#: 822887 CAI.A VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 0 3-2 7-2017 JC PRELIMINARY JC 4-17-2017 JC CONSTRUCTION JC Richard Bodter, P.E. Pr.ofesslonal Engineer License:: #C60291 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE 1\CTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: C-6 0 ) /