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HomeMy WebLinkAboutCD 2017-0024; T MOBILE CALAVERA HILLS COMMUNITY PARK; Consistency Determination• T-MOBILE SITE NUMBER: SD06378A CROWN CASTLE BU #: 822887 CONSISTENcY DETERMINATION EXHIBIT FOROR1GINALPROJECTNO. fv1C~Uf D]-07 Q ·~ ;fN0.'2-Q i 7-001::J ... n« Date: , 2.-, 1 -n Don Neu, C1tyPlanner - RECOMMENDED BY: {')1 AA :9 . -~ DATE: I if" / 4 ~ 1 s T--MOBILE SITE NAME: CAL.A VERA HILLS COMM SITE ADDRESS: 2997 GLASGOW DR CARLSBAD, CA 92008 SITE TYPE: LIGHT POLE COUNTY: SAN DIEGO TOWER HEIGHT: 80'--0'' JURISDICTION: CITY OF CARLSBAD T-MOBILE L700 • SITE INFORMATION SITE NAME: CALAVERA HILLS COMM SITE ADDRESS: 2997 GLASGOW DR CARLSBAD, CA 92008 COUNTY: SAJ."'\! DIEGO MAP/PARCEL#: 167-101-35-00 AREA OF CONSTRUCTION: EXISTING LATITUDE: 33° 9' 58.80" LONGITUDE: -117° 17' 57.60" LAT/LONG TYPE: NAD83 GROUND ELEVATION: 348'FT. JURISDICTION: CITY OF CARLSBAD OCCUP AJ.'-JCY CLASSIFICATION: u TYPE OF CONSTRUCTION: A.D.A. COMPLIAJ.'-JCE: PROPERTY OWNER: TOWER OWNER: APPLlCANT: CARRIER: CROWN Ci\STLE APPUCATION ID: ELECTRIC PROVIDER: TELCO PROVIDER: VB FACILlTY IS UNMANNED AND NOT FOR HUMAN HABITATION CITY OF CARLSBAD 405OAKAVE CARLSBAD, CA 92008 CCTMOILC 2000 CORPORATE DRIVE CANONSBURG, PA 15317 CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFOR_"l\fIA 92618 T-MOBILE 10509 VISTA SORRENTO PKWY SUITE 206 SAN DIEGO, CA 92121 380696 SAN DIEGO GAS & ELECTRIC 800-611-7343 N/A N/A PROJECT TEAM CROWN CASTLE A&E FIRM: CROWN CASTLE 2000 CORPOR..\.TE DRIVE CANONSBURG,PA 15317 CROWNAE.APPROV AL@CROWNCASTLE.COM CROWN C,i\STLE CONTACTS: 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 SARA BOND -PROJECT MANAGER (949) 930-7 466 EDUARDO RODRIGUEZ -CONSTRUCTION 11ANAGER (310) 227-6351 CASEY KACZMAREK -A&E PROJECT M&1\lAGER (949) 930-7461 DRAWING INDEX SHEET# SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERAL NOTES T-3 _ANTENNA AND CABLE SCHEDULES C-1.1 SITE PLAN C-1.2 ENL<\RGED SITE PL'\l"l C-2.1 ELEVATIONS C-2.2 ELEVATIONS C-3 ANTENNA PLA.i'\J AND MOUNTING DETAILS C-4 EQUIPMENT SPECIFICATIONS C-5 EQUIPl'vIBNT SPECIFICATIONS C-6 PLUl'vIBING DIAGRAM ALL DRAWINGS CONTAINED HEREIN ARE FORJ.vlATTED FOR FULL SIZE. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING Dil'vfENSIONS AJ.¾TI CONDITIONS ON THE JOB SITE AND SHALL IJYIMEDIATELY NOTIFY THE ENGINEER IN \'vRITING OF AJ."JY DISCREP ful\lCIES BEFORE PROCEEDING WITH THE \v'ORI< OR BE RESPONSIBLE FOR Sfu\IB. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROPOSE A_N ANTENNA 11ODIFICATION ON AJ.'\i EXISTING \YiIRELESS SITE. "REMOVE (3) ANTENNAS "INSTALL (3) Ai"iTENNAS o INSTALL (3) RRUS B12 • INSTALL (1) XMU INSIDE EXISTING CABINET • INSTALL RBS 6131 DESIGN PACKAGE BASED ON RF DATA SHEET VERSION: 1.1 ISSUED: 1-24-2017 PLAN CHECK COMMENTS: 1. 2. 3. ·-·~·----~ LOCATION MAP ,~ ·VJ: <::. 2991Glasgow:1'Dr. Ji.i;;l:?. Car!sbact 1(;A 92010 APPLICABLE CODES/REFERENCE DOCUMENTS ALL \17ORI< SHALL BE PERFORJ.vlED AND l'vfA.TERIALS INSTALLED IN ACCORDANCE ';'iiITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERl'vfIT WORI< NOT CONFOR_fyfING TO THESE CODES: CODE TYPE BUILDING l'vIECHANIC.r"\L ELECTRICAL CODE 2016 CAUFORJ."!I.A BUILDING CODE (2015 IBq 2016 C1\LIFOR_l\lIA JYIECHANICAL CODE (2015 UMC) 2016 CALIFOR_J\JIA ELECTRICAL CODE (2014 NEC) REFERENCE DOCU11ENTS: STR.UCTURJ.A.L ANALYSIS: JACOBS ENGINEERING GROUP l'vL.\.RCH 21, 2017 MOUNT }~_A.LYSIS: BY OTHERS CALL CALIFO&."\JIA ONE CALL (800) 227-2600 CALL 3 WORKING DAYS BEFORE YOU DIG! ~ ' , ' \tClc:Cfl.1'.P"fl ta '~'.it,~;_~,\ J,'~ae,' NO SCALE APPROVALS THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRJ..\.CTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIE\V BY THE LOCAL BUILDING DEPARTMENT _AND Af-,.JY CHANGES l,ND 1vfODIFIC.\.TIONS THEY MAY IMPOSE. PRINTNAME SIGNATURE DATE PROJECT MANAGER ________________ _ CONST.PM. RFENGIN-:EER SAC REP. PLAN CONSULTANT ________________ _ PROP. O\VNER T-NIOBILE REP. ( ( \ \ ( ~··Mobile· 3257 EAST GU_i\STI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 ~, CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFOR.J\JIA 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: J REV( DATE DRW" [ DESCRIPTION !DES./QA A 0 i 3-27-2017 JC ' . PRELIMJNARY i JC I 4-17-2017 JC CONSTRUCTION I JC i i i i i I Richard Boelter. P.E. Professional Engineer License: #C60291 IT IS A VIOIATION OF IA W FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THJS DOCUMENT. SHEET NUMBER: REVISION: T-1 0 ·- \ ' SITE WORK GENERAL NOTES: 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PR!OR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND 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 SPECIFICATIONS. 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 EROSION 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 RESPONSIBILITY 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-1019 (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, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 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 AC! 301 SECTION 4.2.4. MASONRY NOTES: 1. HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION 090, 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. SPECIFICATION 0475 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. 4. CONCRETE MASONRY SHALL BE LAID !N 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 DRAW!NG, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR- SUBCONTRACTOR- CARRIER- TOWER OWNER- OEM- GENERAL CONTRACTOR (CONSTRUCTION) T-MOBILE CROWN CASTLE 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 ANO 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 .l\ND 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. ABBREVIATIONS AND SYMBOLS: ABBREVIATIONS: AGL BTS (E) MIN. REF RF T.B.D. T.B.R. TYP REQ EGR AWG MGB EG BCW SIAD GEN IGR RBS 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 WIRE SMART INTEGRATED ACCESS DEVICE GENERATOR INTERIOR GROUND RING (HALO) RADIO BASE STATION SYMBOLS: 11111 • 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 ELECTRICAL lNSTAI LATION 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 BOl\RD 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 go· 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 USTED 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 B 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 WITH NEMA, UL, ANSI/IEEE AND NEC. 15. ELECTRICAL METALLIC TUB!NG (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 FLEXIBILITY 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 SWING 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 GALVANIZED 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, SW!TCH AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED OR NON-CORROD!NG; 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. SW!TCH 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 NOTIFY 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 TINNED COPPER FOR OUTDOOR BTS. 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 INDICATED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. USE OF go· 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 ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. 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, 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. IN 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, MET.AL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQU!RED 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 INSL.1.,ATOR COL.OR CODE DESCRIPTION Pf'fa.SE/COIJE LETTER W;RE CCLOR 240/120 LEG 1 BLACK 10 LEG 2 RED AC NEUTRAL N WHITE GROUND (EGC) G GREEN VDC POS + *RED-POLARITY MAR, AT TERMINATION *BLACK-POLARITY VDC NEG -MARK AT TERMINATION PHASE A BLACK 240V OR 208V, 30 PHASE B RED(ORG. IF H! LEG) PHASE C BLUE PHASE A BROWN 4.80V, 30 PHASE B ORANGE PHASE C YELLOW * SEE NEC 210.5(C)( 1) AND (2) ( I ···~·Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 CROWN ~CASTLE 38 TECP,NOLOGY DRTVE, SUITE 250 IRVINE, CALIFORNIA 92618 -MOBILE SITE NUMBER: SD06378A BU#: 822887 ALA VERA HILLS COMM 2997 GLASGOW DR CARLSBAD, CA 92008 E STING 80'-0" LIGHT POLE ISSUED FOR: REV DATE DRWN DESCRIPTION 1DES./QA A 0 3-27•2017 JC PRELI.MJNARY JC 4-17-2017 JC CONSTRUCTION JC Richard Boelter, P.E. Professional Engineer License: #C60291 IT IS A VlOLATION OF LAW FOR ANY PERSON, U .LESS THEY l\RE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: T-2 0 I J ---·---------- EXISTL~G ANTENNA/ CABLE SCHEDULE A.N"TENNA 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 KRCI l 8023-l-B2P B4A (QUAD) 50.9" oo 67'-0" --1 A A3 A4 -- Bl KRCl 18023-l-B2A_B4P (QUAD) 50.9" 120° 60'-0" --1 TWINAWS B2 KRC118023-1-B2P_B4A (QUAD) 50.9" 120° 67'-0" -- B - B3 B4 -- Cl KRC118023-l-B2A_B4P (QUAD) 50.9" 240° 60'-0" --1 T\VIN AWS C2 KRC118023-l-B2P_B4A (QUAD) 50.9" 240° 67'-0" -- C C3 C4 -- PROPOSED ANTENNA/CABLE SCHEDULE ANTE1''NA RRU TMA AND/OR DIPLEXER SECTOR MODEL SIZE AZIMUTH RAD CENTER QTY MODEL QTY MODEL I QTY ! Al KRCl 18023-l-B2A_B4P (QUAD) 50.9" oo 60'-0" l RRUll Bl2 J TWINAWS I A2 KRC 118 048/1 96.0" oo 67'-0" AIR21 A A3 -------' A4 -------- Bl KRCl 18023-1-B2A_B4P (QUAD) 50.9" 120° 60'-0" l RRUll B12 1 TWINAWS B2 KRC 118 048/1 96.0" 120° 67'-0" AIR21 B 1 B3 ---,. -- B4 -------- Cl KRCl 18023-l-B2A_B4P (QUAD) 50.9" 240° 60'-0" 1 RRUll B12 1 TWINAWS C2 KRC 118 048/1 96.0" 240° 67'-0" AJR21 C C3 ------ C4 -------- ANTENNA/CABLE SCHEDULE NOTES: 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 (RCS) 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" -- 2 7/8" 68'-0" -- AVA7-50 (1-5/8") 110'-0" 2 7/8" 68'-0" -- --~-~~-·--~---~ I obile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 CROWN ~.CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 >~---------s\ 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 j DATE DRWN DESCRIPTION DES./QA A ; 3-27-2017 JC PRELIMINARY JC 0 I 4-17-2017 JC CONSTRUCTION JC ' I I ' I >------------<___/ Richard Boelter, P.E. Professioru:J. Engineer License: #C60291 IT IS A VIOLATION OF LAW FOR ANY PERSO:-l, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: T-3 0 / _,,.,// /~-- -~ (E) 80' -0" LIGHT POLE~._____ -- w > <( x u <( er: <( 2 <( f---- SITE PLAN SCALE: 80. 40' 0 (E) BASEBALL FIELD APN: 167-101-34-00 1,, 80' 1" --._ _____ / (E) BASEBALL FIELD 80' -0" (FULL SIZE) 160'-o" (11x17) \ .---- --. .. --- \ . V r· --------.. "~-----~, (E) BASEBALL FIELD .... ..-'. .---·-"\ ,.-•--', -- _,..- \ : ; '' . ' I ! / I , I ' ! I · ·Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFOR__NIA 91761 i 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 DATE DRWN DESCRIPTION DES./QA A 0 3-27-2017 JC PRELlMINARY JC 4-17-2017 JC CONSTRUCTION JC Richard Boelter, P .E. Professional Engineer License: #C60291 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: \_ C-1.1 o) -----------------------------------------------------------------------=-------~ (E) T-MOBILE (3) 6"¢ / (E) so· -0" LIGHT POLE / NEW T-MOBILE FEEDLINES: /",,,--(1) HYBRID CABLE (1-5/8") UNDERGROUND PVC~· CONDUIT '" /~, / ' /// (E) T-MOBILE FEEDLINES: __/ -(12) 7 /8" COAX CABLES --------- ', " ~ ' //' '"' /' 1 ENLARGED SITC" 11 L SCALE: 2., 1 ' PLAN 0 2' \,/ / (/ //, ~- ' 1 /2"-1 '-0" (FULL SIZE) 1/4"-1'-o" (11x17) ---:------ / / , (E) CABINET -----··· / .-----· \---- ' -~/- / I// /' / ', (E) CABINET ---- obile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORl'\JIA 91761 ··-all 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: ' REVI DATE DRWN I DESCRIPTION DESJQA A 0 ' 3-27-2017 JC 1, PRELlMINARY JC 4-17-2017 JC CONSTRUCTION JC ' i ' ' i Richard Boelter, P.E. Professional Engineer Llcense: #C60291 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A IJCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT SHEET NUMBER: REVISION: C-1.2 0 I ' ~ HEIGHT OF STRUCTURE ELEV. = 83' -2'' (E) BALLFIELD (E) T-MOBILE EQUIPMENT ·--~ TO BE REMOVED: -----........_ -(3) ANTENNAS -~ T MOBILE EQUIPMENT ANTENNA CL: 60' -0" ANTENNA CL: 67' -0" MOUNT CL: 62' -0" MOUNT CL: 67' -0" ,- i: i i: : I i ! ;; '!,._ I j : -........... ,-, -~ • . ~-(E) T-MOBILE EQUIPMENT ; I TO REMAIN: ' ' -(3) ANTENNAS -(3) TMAs I ' I I I I I , I //t 80' -0" LIGHT POLE / • I (E) T-MOBILE FEEDLINES: ____,/ ; I -( 12) 7 /8" COAX CABLES , (E) T-MOBILE (3) 6"¢ UNDERGROUND PVC~/ CONDUIT I ,-·------¾--------~---, ; /L EXISTING WEST ELEVATION SCALE: NOT TO SCALE EXISTING RAD CENTER $ ELEV. = 67' -0" EXISTING RAD CENTER $ ELEV. = 60' -0" · ··· (E) BUILDING . ; ' _) ~ HEIGHT OF STRUCTURE ELEV. = 83' -2" ·.- e--/~t~_\ ( E) BALLFI ELD ~ TIP OF ANTENNA ELEV. = 71'-0" ,771, -------(E) COLLAR MOUNT WILL v:1 / _ _.,.......--HAVE TO ADJUST DUE TO j ~': THE NEW 8' ANTENNAS NEW T-MOBILE EQUIPMENT:···-......._ JI.§§_,' I -(3) ANTENNAS --~-: ; , -(3) RRUS ----• , • --·~· I MOBILE EQUIPMENT ANTENNA CL: 60' -0" ANTENNA CL: 67' -0" MOUNT CL: 62' -0" MOUNT CL: 67' -0" -;......._ ' ...... 11 ! ~ 1 ' ' -~ (E) T-MOBILE EQUIPMENT: j I -(3) ANTENNAS ' I -(3) TMAs : i ! i ' I I i I I R j I I i ' ' j ~ ; M ~ I I t ' • · __ / .... (E) 80' -o" LIGHT POLE i I' / _../ : 1· _,,/ ! ' ..- I ' I ! ! I i I . l ~ , ni _..,....,,,..-:~ t ~ I ,,/~ j ~ NEW T-MOBILE FEEDLINES: __ ,.,...,., -(1) HYBRID CABLE (1-5/8") ,,/__.-/ I I I I : ;. ' i,,,.j ! /(' [' j /i I' /' ' I / r ! ,/ ' ' ,.... r ; ~/ ! i (E) T-MOBILE FEEDLINES: __ ,,/ , , -( 12) 7/8" COAX CABLES I j (E) T-MOBILE (3) 6"¢ UNDERGROUND PVC _,../ CONDUIT I i ' ' I 1' ' ' ' ' ' . I I I ! I I 1 I I l ! ,···-'~-L-L'-, /// ~ /' 0 NEW WEST ELEVATION SCALE: NOT TO SCALE NEW T -MOBILE RAD CENTER $ ELEV. = 67'-o" NEW T -MOBILE RAD CENTER $ ELEV. = 60' -0" / I / I (E) BUILDING T · ·l\tlobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CAUFORNIA 91761 flllitlll'flllllJI CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFOR.1\lIA 92618 T-MOBILE SITE NUMBER: SD06378A BU#: 822887 CALA VERA HILLS COMM 2997 GIASGOW DR CARLSBAD, C.l\. 92008 EXISTING 80'-0" LIGHT POLE >----IS_S_U_E_D_F_O_R_:--~< REV DATE DRWN DESCRIPTION DES./QA A 0 3-27-2017 JC PRELIMINARY JC 4-17-2017 JC CONSTRUCTION JC ' i ' Richard Boelter, P.E. Professional Engineer License: #(60291 IT rs A VIOLATION OF LAW FOR Af,."{ PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOC{JMENT. SHEET NUMBER: REVISION: C-2.1 0 l ~ HEIGHT OF STRUCTURE ELEV. = 83' -2" ... ··-,·-,.,_cc_,. __ -, . .-""--'''-. __ ._., .... , _______ =-============ T MOBILE EQUIPMENT ANTENNA CL: 60' -0" ANTENNA CL: 67'-0" MOUNT CL: 62' -0" MOUNT Cl: 67'-0" -~ --- _,,?--:::::¾, /;:_~ '----., ___ _..) '-._ ___ / ;::::--~, -. _____ : --)~~2~--;:~:.~,-~--~t=:_"°--~=_,,__==1=-"--"'--cc:_;_'\~_ \ .. ____ _,) : ('---__ / ''-___ ./ (E) BALLFIELD LIGHTS~ ;-- / (E) T-MOBILE EQUIPMENT ---..._ TO BE REMOVED: --...........___ -(3) ANTENNAS ----------------_ ~ /"{ / 1-1 / ' ! ' EXISTING RAD CENTER $ ELEV. = 67' -0" EXISTING RAD CENTER $ ELEV_ = 60' -0" (E) T-MOBILE EQUIPMENT -" -: TO REMAIN: j ',• ( , • ,. i ,,-E) 80 -0 LIGHT POLE -(3) ANTENNAS : ! ,/ -(3) TMAs -j /_.,,. / (E) T -MOBILE FEEDLINES: _____,,,/ -(12) 7 /8" COAX CABLES ~-----.. ----------------------------------- ' ·---. ..... __ _ -6,-~ntAf ~13~=3:fFt}{:'J'.J:;,-~ ---r·';_ ~ t=s. ,0. ,F; ,F:. }'~. ,F°!, t:=.. J:-7 J.'~ i7 t---c-:r:::::T"""'"."l¾-,...'A '-~'::'>:·,)! K.,-,;-) --~ s.--,_,.d,_ ~//~S,,~.,<'/d'=7~'---,,-'1d~ce<·;.-~·-_j_'s:,-f: -¾-c;'P,. !°'<=:-.._>--., ___ ,.______ ----1, !-- (E) T-MOBILE (3) 6"¢ r-,r~~'""'''"'''''" """"" """' ,... ,""'(·"""'.' " ... , ~=-·· ... '. _; ........ : .......... , __ :~~-:~:--:~:~: ~~----~-i ' . / UNDERGROUND PVC _ _../ CONDUIT /- ,/ ••• .L.; ---1 r )__ 1 EXISTING NORTH ELEVATION SCALE: NOT TO SCALE _/ ,,-/ :~ c' /// : ---i ! -~--------1 ----------------__ .,, - ----------------- (E) BUILDING ------------------------------------------ T-MOBILE EQUIPMENT ANTENNA CL: 60' -0" ANTENNA CL: 67'-0" MOU!',,'T CL: 62' -0" MOUNT CL: 67'-0" ~ HEIGHT OF STRUCTURE ELEV. = 83' -2'' ,,.-----.._ /---~ ,?:::...\ ,,?-·-=~\ /~---=~:\ '--~_,./ "" J "-. _______ .., -,_~_/ (E) BALLFIELD LIGHTS ---------(E) COLLAR MOUNT WILL <;!l TIP OF ANTENNA 1 _.....,--HAVE TO ADJUST DUE TO ELEV. = 71'-o" ~---THE NEW a· ANTENNAS NEW T -MOBILE EQUIPMENT: --------....... ~., NEW T-MOBILE RAD CENTER $ -(3) ANTENNAS -~-I~ ELEV. = s7'-o" -(3) RRUS --...........__~ ! .~ ,tz (E) T-MOBILE EQUIPMENT: -/ -(3) ANTENNAS -(3) TMAs /~: ,,..---' / ii /.,,..,,..,,.,,. T1 1 -i I I - 11 /~ ,// ~ ~ // f J / ! " / : i I / ,, (E) T-MOBILE FEEDLINES: _/ 11 -(12) 7 /8" COAX CABLES :,,,i l ~/-l ! ~ ; ~~ ,.. ' I _,,// ; ~ NEW T -MOBILE FEEDLINES: __________.-/ I -(1) HYBRID CABLE (1-5/8") ---------··-··-------- ' ! I I ,-' -/ e"' I I I ! i ' ' i i ' ' NEW T-MOBILE RAD CENTER $ ELEV. = 60' -0" /-(E) so· -0" LIGHT POLE I I I / I ;-(E) BUILDING I -<';r1:~;:f·i;f~f:;Jf f 13:i3~1J}~tE1tJ:tce:t,>-- (--- ,/ ~,----r~r~1:; ,.-r-s1 ,:'-'-i ;r~-, ,,. .1_ ~ :..:~-10 ~.__,z_ i¾=-) _ :~,,__J:. ' ----------- ----·--:;.,--- " " 11 I l i ' ' 11 ·-~-------- ---~--~.----,:~' --~~~--~~1 L. -----------=d~---------· I I i 1 (E) T -MOBILE (3) 6"¢ UNDERGROUND PVC_/ CONDUIT l ..__ __,I l -~ __,/ 2 NEW NORTH ELEVATION SCALE: NOT TO SCALE obile· 3257 Ell.ST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 jf~l 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 DATE DRW'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 &"\TY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TP,JS DOCUMENT. SHEET NUMBER: REVISION: -~ C-2.2 ~ ------------------- 0 ) --------__.J -·---------- / (GAMMA) Cl 240" AZI MUTH 1 (ALPHA) 0-AZIMUTH Al (E) T-MOBILE ANTENNA TO BE REMAIN (3 TOTAL, 1 PER SECTOR) (E) 80' -0" LIGHT POLE 81 (BETA) 120' AZIMUTH ~, ANTENNA LAYOUT 60' RAD CENTER CD EXISTING ANTENNA LAYOUT 1 SCALE: NO T TO SCALE 3 ER ICSSON -RRUS 11 WEIGHT (FULLY EQUIPPED): 50.7 LBS SIZE (HxWxD): 19.7x17x7.2 IN. ER ICSSON -RRUS 11 SCALE: NOT TO SCALE (GAMMA) c2 240' AZ IMUTH / l ~ (E) T-M08ILE ANTENNA / TO BE REMOVED / / (3 TOTAL, 1 PER SECTOR) (ALPHA) 0-AZIMUTH / A2 / (E) 80'-o" LIGHT POLE 82 (BETA) 120' AZIMUTH (E) T-MOBIL E TMA TO REMAIN (3 TOTAL, 1 PER SECTOR) ANTENNA LAYOUT 67' RAD CE,~TE R I (E ) 80'-o"~ LIGHT PO LE ~ (GAMMA) Cl 240' AZIMUTH l (ALPHA) o· AZIMUTH / (E) T-MOBILE ANTENNA TO BE REMAIN (3 TOTAL, 1 PER SECTOR) A1 / _; /' 1 INSTALLER NOTE: REPLACE EXISTING PIPE MOUNTS WITH NEW 2-1/2" STD (2-7/8" O.D .) GALV. SCH 40 PIPE AS REQ'D. (ALPHA) o· AZIMUTH A2 NEW T-M08ILE ANTENNA ERICSSON -KRC 118 048/1 (3 TOTAL. 1 PER SECTOR) NEW T-M08ILE RRU ERICSSON -RRUS 11 812 ~ (3 TOTAL, 1 PER SECTOR) '--,,, ~' 81 (BETA) 120" AZIMUTH ~ ,..._ ANTFNNA LAYOUT 60' RAD CENTFR 0 NEW ANTENNA LAYOUT 2 SCALE: NOT TO SCALE ©NOT USED 4SCALE: NO (GAMMA) CZ 240" AZIMUTH // (BETA) (E) B0'-0" 120" AZIMUTH ~ LIGHT POLE ANTENNA LAYOUT 67 ' RAD CENTER T · ·Mobile· 3257 EAST Gl.:ASTI ROAD, SUITE 200 ONTARIO, CALIFORNL'\ 91761 CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORNIA 92618 T-MOBILE SITE NUMBER: SD0637 8A BU #: 822887 CALA VERA HILLS COMM 299 7 GLASGOW DR CARLSBAD, CA 92008 EXISTING 80'-0" LIGHT POLE > _/ ~ ISSUED FOR: \ I REV DATE DRWN DESCRIPTIO"I DES./QA A 3-27-2017 JC PREUMlNARY JC 0 4-17-2017 JC CONSTRUCTION JC Richacd Boelter, P .E. Professional Engineer Llcense: #C60291 IT JS A VIOLATIO"I OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION \\ OP A LICENSED PROFESSIONAL ENGINEER, "---..__ TO ALTER THIS DOCUMENT. I I J SHEET NUMBER: REVISIO~ C-3 0 J MASTERLINE Clas sic Hybrid (MLCH ) Standard S pec ilica ti on U l li sting Conductors 1\/l inimum bending radius Cold bending Vertica l flame test Color coding alarm wire 2 x 4 -5 pairs 4 x 8 -7 pairs 6 x 12 -9pairs Standard cob I e I ayout 2 x 4 # 6 fa.ViG 4 x 8#6Al.iVG 6 x 12 # 6AVv'G INSTALLER NOTE: Optical fiber Color Code ,cc. ANSI.IT IA/ EIJ'.l, 598-A tray mble [type TC-ER i class C st ra nd ed. 6A\NG 12 x outer d iameter -40 °C passed FT4 passed 18 AV./G twisted pairs 18 fa\t-../G t,visted pairs 18 A\/'/G t>.visted pairs Fibers 8 fibers, 0 50 mm l6fibers,05.0mm -48V Power Conductors OV P011,;ar Conduct ors Outer diameter 272 mm [1 07"1 33 mm [1 3"1 com mD n r.a1 n wir-e ,o CL 24fibers, 0 5.0mm 38.9mm [l 53"1 1 HY BR ID CABLE SECIFICATIONS SCALE: NOT TO SCALE MOUNTING BRACKET (SUPPLIED W/ ANTENNA)~ ' ANTENNA MOUNTING PIPE ~ (TYP) ~ ANTENNA PER PLAN 1. ALL PIPES, BRACKETS, AN D MISCELLANEOUS HARDWARE TO BE GALVANIZED UN LESS NOTED OTHERWISE. • • .("">,:--,,1"1" ~ MOUNTING BRAC KET AN TENNA MOUN TI NG DETAI L 2 SCALE: NOT TO SCALE (SUPPLIED W/ ANTENN A) Q • Weight 0.75 lbs/ft l. 3 lbs/ft l. 71 lbs/ft 0NOT USED 3 SCALE: NOT TO SCALE , ~··Mobile· \ 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNL'\ 91761 / >---------------< CROWN CASTLE 38 TECHNOLOGY DRIVE, SUITE 250 IRVINE, CALIFORJ\'L'\ 92618 ,J >-------------<. 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 DESOUPTI01' DES.IQ.A. A 3-27-2017 JC PRELIMINARY JC 0 4-17-2017 JC CONSTRUCTION JC .. I Richard Boelter, P.E. Professional Engineer License: #C60291 IT IS .A. V10LA.TION OF LAW FOR M1Y PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION ) OF A LICENSED PROFESSIO'-lAL ENGINEER, TO ALTER THJS D0CCMEI\T. SHEET NUMBER: REVISION: C-4 0 ) Ericsson Antenna Integrated Radio (A IR) -Pre lim inary Info "' I ,, 220mm 3G'mm I '~---i>I i ' . [ ' • • --. . ·i: ~ --· ·a . I • ANTEN NA SPECIFICAT IONS SCALE: NOT TO SCALC:: Erlcssoh lA Product Info (AIR: r°',ctlve Integrated Radio): Prellmlnarv 0 Product Number AcUve antenna/radio Bypass antenna Antenna HBW Antenna VBW Antenna Gain An tann~ Ti lting ange Interface Nun ber of UMTS carri ers L IE Supported Base b:n1d Dfrn ensions ( xWx ) Weight HW Availabilltv SW Dependency I Availab ility 4' AI R Active Radio In AWS 40 '13 Active Radlt0 fn PCS 40 '13 8' AIR 8' AIR I (B2·A/B5P1B12P) (B4AIB5P/B 12P) KRC 11 8 05411 1 KRC 118 04Rl,1 PCS I A\/',IS I 2TX l 4 RX 2 TX 1 41 RX 700/85i0 MHz 700/850 MHz +/-45° +/-45 67° (700 /i:350 MHZ) 6r-ul!_ll/85(1, Ml;lz) 65° (PCS ) 65° (/\WS) I 9.2° (700f850 MHZ) 9 2" (7~Df 850 MHz) 7.5°fPC S) 7.5 (AWS) • 6' AIR 30 '13 30 '1:3 6' AIR f82AI B5P/B12P) KRC 11 & 055/1 PCS 2 TX /4 RX 7001850 MHz. +/-45° 68" (?llD/850 MHZ) 6,5° (PCS ) TB 14.3 dBd (700/&50 14.3 dBd (700/850 13.3 dBd MHZ) M' Z) I (700/85 M Z) 17.6 dEl i (PCS) 16,.3 dBi (AWS) 18 dBi (PCS) 2-10'(700/850 2-1!.1'(700/850 2_12 (700/850 MH z) ~Hz) M z ) I ? 120( S) 2-12° (PCS) 2-12° (AvVS) -- 6' AIR (8 4A/ 85P/B12P\ KRC 118 05611 AWS 2TX f 4 RX 700/850 MHz. +/-45 68" (700/850 MHZ) 65°fAWS) TB 13.3 dEld (700/850 MHz) 17 .5 dBi CAWS) 2-1 Z 001850 M z) 2-12°(AWS) 1 we opt ical fiber po s (CP RI ) ior aciivj' anie na/radio -One power connect lr, -48 v c Two 7/1 & fema1e1co 1necfors io r passive ante 1na, v.11h RET suppo rt (AISG 2.0) pt 4 Upto4 I pto4 Upto4 Li p lo 20 MH7 2x2141MO I 1 o 1 I ~ w, u , us· o w, ou , o~s~ ouw, o 1., s~ DUW, DUL1, DUS2 96"X1 2_ 1"x8. 96"x1 _.1' . f 78"x1 4.B"xB.6" 7B"x14.8'x8.6" 121 1bs 121 1bs i 110 1bs 110 lbs 20 '13 40 '12 i 30 '1 3 3u '13 8' AIR 40 '12 20 '1 3 4' AI R (B2·AI 85P/8 12P ) KRC 11 8 Ot-6/1 PCS 2TX /4RX 7ULl/850 MI-IZ +/-45° 68u (700/850 MHz) 65° (!?CS) TBD 11.9 dBd (700/850 MHz ) 17-17.5 dBl {AWS) 2-16° 00/850 MHz) 2-12° (PCS) Up io 4 54"X14Ji'x8,." 1 oo Ills 4Q '13 L1 3,~ l1 2B i l13A L 13A L1' A L.138 (mixed !..1 3B (mixoo mod e) · 3 · model I l13B (mix&d mode) !.1 3B (mixed mode) L13B ~ i rxedmode) 4'IAIR (B4AJ B5P/B-12P) KR.C 1118 057/1 AWS 2 TX:/ 4 RX 700/8,50 MHz , f' A ~O ,.. r ·t: ... 1 6B" (700/850 MHZ} 66°(AWS) 111.~ dBd (700/850 MH z) 17-17.5 <JBi [AW S) 2-16" (700/850 MHz) 2-1.2 (A1NS) Up !o 4 I DUW, IDUL', DUS' 54'X14.B"x8-.6' I 1 oo lbs Lh 3A 138 (m xed nnode) "Antenna spe-cificaiilon da' a ,w u, ,-u ,,~".'J "'", ell inary. 1 · lea s note. ;f ths bas;,liand capacity should ~e. provl sloneo accordingly o suppo · · e 4--way X diversi , a DUL20 ca m support up to 1_ MHz. l>andwfdth {# f sec·ors x # o· RX legs x LTE carrier l>andwid ). 2 U841 ls expected 1o be available in 4 '1 2. [ \ ~··Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFOR!'-JIA 91 761 >----------</ CROWN CASTLE \ 38 TECHNOLOGY DRIVE, SUITE 250 IRVIN E, CALIFORNIA 92618 ~ >---------------~c: T-MOBILE SITE N UMBER: SD06378A BU #: 822887 CALA VERA HILLS COMM 2997 GLASGOW D R CARLSBAD, CA 92008 \ EXISTI NG 80'-0" LIGHT POLE >o------~~ / ISSUED FOR: \ REV DATE DR\liN DESCRIPTION DES./QA A 3-27-2017 JC PREUM!NARY JC 0 4-17-201 7 JC CONSTRUCTION JC Richard Boelter, P.E. Professional Engineer Llcense: #C60291 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ,\CTING UNDER THE DIRECTION \. OF A LICENSED PROFESSJONAL EKGINEER, '---._ TO ALTE R THIS DOCUMENT. SH EET N UMBER: \~ C-5 ( Section 3 -Proposed Template Im ages 82A GSM UHi Power RF B OUT RF ~- OUi AIR21 ntenna # .. => = 1 2 TMA 3 4 I· v • .,,. Feeder .,,, 84P U21 Rear of Antenna Optical Ports 84A LTE Po'4-er C _Q ~ :, .'? c 0 0 f-w ,!l'. AIR21 ntenna# ~ I =iirnrnii11~11ilf :: : ii ... 812P w Op1I~1 Ports AL_702Cc .png RRUS11 8 12 -------,---~ -Antenna Ground Notes: FU I 11 a ' ; o:: 0 RU22 ! • I • I ' FU RU22 LMU o .. II-•• , ..... ,.,.. ~ -a f om,o oe)..o j.o LJ <i· 6 0 0 6 -~ ~ 7 1Q1 °'@ 0 0 Q 0 6 6 6 6 6 6 0 0 0 0 ~--1,:iLMJJ.X./<tw.:n!'l..'"l•-----+ Ci) PLUlvlBING DIAGRAM SCALE NOT TO SCALE 702Cc Alpha Antenna Vi ew LEGEND Rf Coa.x C.;bli11g -Hybrld Cable i GSM Line Banding -' Alpha --U19 -B~ta. -l21 I" po;t Gamma --L21 2n11 port Delta -LT00 1° po<, = Epllson L 700 2"' port -Ze.1a --DC P<Y,.,,,, - , I RXAl/0 \ ~··Mobile· 3257 EAST GUASTI ROAD, SUITE 200 ONTARIO, CALIFORNIA 91761 .,. -- CROWN CASTLE \ 38 TECHNOLOGY DRNE, SUITE 250 IRv1NE, CALIFORNIA 92618 \~ >-------------< I 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 DRWK DESCRIPTION DES./QA A 0 I l, 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 ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICE:-ISED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: C-6 0 J -------------