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HomeMy WebLinkAboutCD 2017-0015; SD06747A CARLSBAD PACIFIC BUILDING; Consistency Determination' :,-• SITE INFORMATION PROPERTY OWNER: APPLICANT: ADDRESS: LAT/LONG TYPE: LATITUDE: LONGITUDE: ZONING JURISDICTION: ZONING CLASSIFICATION: CURRENT USE: ASSESSOR'S PARCEL NO.: PROPOSED USE: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: BACKWOOD PACIFIC OFFIC I LLC 701 PALOMAR AIRPORT RD CARLSBAD, CA 92011-102 T-MOBILE NAD-83 33'07'17.4894" N -117'19'25.1826" W CITY OF CARLSBAD PC-P1 UNMANNED TELECOMMUNICATIONS FACILITY 210-100-17 UNMANNED TELECOMMUNICATIONS FACILITY II-A S-1 PROJECT TEAM PROJECT MANAGER: SMARTLINK 18301 VON KARMAN AVE IRVINE, CA 92612 CONTACT: ASHLEY KLEIS PHONE: (949) 387-1265 ENGINEER: WI.SQUARED ENGINEERS 1387 CALLE AVAN.:ADO SAN CLEMENTE, CA 92673 CONTACT: MICHAEL MONTELLO PHONE: (619) 997-4012 www.msquaredengineers.com RF ENGINEER: T-MOBILE M.HASSAN L 1900 MODIFICATION OBILE SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PAL AR AIRPORT RD, #190A CARLSBAD, CA 92009 VICINITY MAP DRIVING DIRECTIONS DIRECTIONS FROM SAN DIEGO INTERNATIONAL AIRPORT (SAN): 1. HEAD NORTHWEST ON AIRPORT TERMINAL RD 2. KEEP RIGHT TO STAY ON AIRPORT TERMINAL RD 3. TAKE THE RAMP ONTO 1-5/DOWNTOWN 4. MERGE ONTO N HARBOR DR 5. TURN LEFT ONTO W LAUREL ST 6. TURN LEFT ONTO INDIA ST 7. TAKE THE RAMP ON THE LEFT ONTO 1-5 N 8. TAKE EXIT 47 FOR PALOMAR AIRPORT RD 9. MAKE AU-TURN AT AVENIDA ENCINAS 10. DESTINATION WILL BE ON YOUR RIGHT PROJECT DE,SCRIPTION T-MOBILE PROPOSES TO MODIFY AN EXISTING WIRELESS INSTALLATION. THE SCOPE WILL CONSIST OF THE FOLLOWING: • REMOVE • REMOVE • INSTALL (3) EXISTING T-MOBILE PANEL ANTENNAS (1) EXISTING T-MOBILE RBS 3106 (3) NEWT-MOBILE 4'-8" AIR 32 PANEL ANTENNAS • INSTALL • INSTALL (1) NEWT-MOBILE DUS41 UNIT IN (N) RBS CABINET@ GROUND EQUIPMENT LEVEL (1) NEWT-MOBILE RBS 6131 • INSTALL • INSTALL (6) NEWT-MOBILE 10AWG LOOSE DC (12) NEWT-MOBILE LOOSE FIBER GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS NEW. ENGINEERING ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. • 2016 BUILDING CODE • CITY/COUNTY ORDINANCES • BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA) • 2016 MECHANICAL CODE • 2016 FIRE CODE • 2016 PLUMBING CODE • 2016 ELECTRICAL CODE • LOCAL BUILDING CODE DO NOT SCALE DRAWINGS SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & FIELD CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. Call Toll Free 1-800-227 -2600 i 2 Working Days Before You Dig I UNDERGROufro SERVICE ALERT l OF SOUTHERN CALIFORNIA ) CONSTRUCTION DRAWING IF USING 11"X17" PLOT, DRAWINGS WILL BE HALF SCALE DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET GN-1 GENERAL NOTES A-1 SITE PLAN & ENLARGED SITE PLAN A-2 EQUIPMENT LAYOUT A-3 ANTENNA LAYOUT A-4 ELEVATIONS A-5 ELEVATIONS D-1 DETAILS G-1 GROUNDING DETAILS RF-1 CABLE LINE DIAGRAM APPROVAt.S THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & MAY IMPOSE CHANGES OR MODIFICATIONS. T-MOBILE RF ENGINEER: DATE: T-MOBILE OPERATIONS: DATE: SITE ACQUISITION: DATE: CONSTRUCTION MANAGER: DATE: PROPERTY OWNER: DATE: ZONING: DATE: PROJECT MANAGER: DATE: smartlir1k ' ,:;;>:· ~ mi19y,red ____ _ ENGlNEl:RSlb: 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: BM CHECKED BY: MM 1 03/22/2017 100% CD'S FORSUBMITIAL EZG 0 03106/2017 90% CD'S FOR REVIEW RKS REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UI.OER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO AUER THIS DOCUMENT. L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL CONSTRUCTION NQTES: 1. FOR THE PURPOSE Of CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GEl'<ERAL CONTRACTOR -GENERAL CONTRACTOR SUBCONTRACTOR -CONTRACTOR (CONSTRUCTION) OWNER -T-1\110BILE 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND T-MOBILE PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONOITIONS, OIMENSIONS, ANO CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEED~ WITH CONSTRUCTION. ANY OISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURl'tlSHED AND INSTALLEO SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, Al'tD ORCINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL T-MOBILE, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGAROING THE PERFORMANCE OF WORK. 5. ALL WORK CARRfED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL ANO UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR i'IECESSARY TO COMPLETE ALL INSTALLATIONS AS INOICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALEO. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTKERWISE NOTEO. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIREO CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSISLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEOING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN OESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS ANO SUCH MODIFICATIONS SHALL BE INCLUDED AS PART Of WORK AND PREPARED BY THE ARCHiTECTIENGINEER PRIOR TO PROCEEDING WITH WORK 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S REC01\111'11ENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCIJPANTS THAT ARE Lll'iELY TO BE AFFECTED SY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS ANO THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK ANO SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES ANO THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AfRf;A CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED rs REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY (E) CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE BEGINNING CONSTRUCTION. 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE SUBCONTRACTOR SHALL PROTECT (E) IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE ANO/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UIIJTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADOENOA, ANO CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE Tr!E WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL (E) ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PRm-ECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT/ENGINEER. 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 SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, D) TRENCHING & EXCAVATION. 23. ALL (E) INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER ANO/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S 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. 25. SUBCONTRACTOR SHALL MINfMIZE DISTURBANCE TO THE (E) SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF RiaQUIRED D\JRING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRAOE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR OENSITY UNPER PAVEMENT ANO STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRial'tCHES IN PUSLIC RlGHT Of WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 28. ALL l'o!ECESSARY RUSBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING ANO MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. SUBCONTRACTOR SHALL Lt=AVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HASITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY T-MOBlLE TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHEO AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION T-MOBll.E GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHN1CAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPEC~ICATION ANO THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAl(IAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41. NO NOISE, SMOKE, DUST, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. (DISREGARD THIS NOTE IF THIS SITE HAS A GENERATOR) 42. NO AOOITIONAL PARKING TO BE PROPOSED. (E) ACCESS AND PARKING TO REMAIN, UNLESS NOTED OTHERWISE. 43. NO LANOSCAPING IS PROPOSED AT THIS SITE, UNLESS NOTED OTHERWISE. -------~"--·--- ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL (E) CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: C -NATIONAL FIRE CODES A UL -UNDERWRITERS LABORATORIES B. NEC -NATIONAL ELECTRICAL CODE C. NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT E. SBC -STANDARD BUILDING CODE 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC ... ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET FORTH BYT-MOBILE. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE (N) AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IECE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES INCLUDING GROUND BARS, SHALL BE TREATED -NO SUBSTITUTIONS. , 26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 -1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS -200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 800 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOMM". 34. ALL SOL TS SHALL BE STAINLESS STEEL GROUNDING NOTES: 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN t=ACH SECTION AND LABEL EACH SECTION ("P", "A", "N", "I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN (E) TOWER.THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LA TEST EDITION), AND MANUFACTURER. SITE WORK & DRAINAGE PART 1 -GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEAL TH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE SUBCONTRACTOR. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMEL y INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. 1.3 SITE MAINTENANCE AND PROTECTION: A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE SUBCONTRACT. B. AVOID DAMAGE TO THE SITE AND TO (E) FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT (E) FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. F. (E) UTILITIES: DO NOT INTERRUPT (E) UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. • PROVIDE A MINIMUM 48-HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALUCONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 6. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 7. SEEDING AND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 8. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION ARl=A. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 9. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES Ii I! smartlink >~ "•0• ,,,, m~$1M@red ENGl'N1E'ER1SJh•, 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 9B7-4012 DRAWN BY: BM CHECKED BY: MM - 1 03/22/2017 100% CD'S FOR SUBMITIAL EZG 0 03/06/2017 90% CD'S FOR REVIEW RKS REV DATE DESCRIPTION BY ~I! IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 1 nEY ARE ACTll'IG UNOER THE DIRECTION OF A UC ENS EC PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 ----------- 0 (E) BUILDING ROOFTOP, TfP. 0 (E) PARKING LOT, TfP. 0 (E) OPEN AREA, TYP. 0 FOR ENLARGED SITE PLAN SEE: EB 0 (E) T-MOBILE ANTENNA AREA ON ROOFTOP@ A-3 0 (E) T-MOBILE EQUIPMENT AREA QN ROOFTOP @ A-2 KEYNOTES: -----..... __ ~Q:. '. ,;_._:_J:1 ~ > -. ;-« '~·· 2 ·, __ ·. ~--.·· '/ . ·· . . ' . --~-/ . ·. -.. -... ---.... . . · ... -_--·--,_ ---- ,, / ··, .. ·,. 'l . / .; NOTES: 1. THE WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. 2. NO EXISTING PARKING STALLS ARE BEING ADDED OR REMOVED AS PART OF THE NEW INSTALLATION. 3. THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND EXISTING CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. SITE PLAN 0 (E) TREE. TfP. ---~----.:...:-=-===-=-=-===-=====-=-==-------~~--=--=---==--==---==--==--==--==--==--- , .. ".··,,. ... DISCLAIMER: THIS SET OF DRAWINGS WAS PREPARED UTILIZING INFORMATION OBTAINED FROM PUBLIC DOCUMENTS MADE AVAILABLE ON JURISDICTION WEBSITE. M.SQUARED ENGINEERS CANNOT GUARANTEE THE ACCURACY OF THE DATA AND INFORMATION DEPICTED AND HEREBY EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR THE TRUTH, VALIDITY, INVALIDITY, ACCURACY, INACCURACY OF ANY SAID DATA AND INFORMATION. THE PARCEL LINES ON MAPS ARE FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT INTENDED TO BE USED AS A SURVEY PRODUCT. USER ACCEPTS RESPONSIBILITY FOR THE UNAUTHORIZED USE OR TRANSMISSION OF ANY SUCH DATA OR INFORMATION IN ITS ACTUAL OR ALTERED FORM. 24"x36" 1 1"x17" PALOMAR AIRPORT RD ' , 'v' ·~ SCALE: . " 40'-Q" o" 20· ' 1 " SD'-0" il!Ffr : "1%J SCALE: = 16,.f 40' ,,al "j'.,}'' N ~L,-.. ::~ "' . ,!\ s so· ii I 1 l .I './' I r I '--------------·-------------~ "/.,. i,; ___ -•. ~ [. ' ' "" <, ' ' "" ' ' . ·,·,·~ .··'/_//,• ~ ;; :6 .. " '~ .• :.-. '.. ~-· ~ . . ... ~~-. ' . ii <>~1 ~ /~ . . . ~ . ' . / , ' I APN: 210-100-17 "" ' ' "" ' ' "" ' ' 11 1 5 . /, " ; .-.. . ';, .. , ·, . ,· :: , . ' ' ~: ' . . . ·.. PROPERTY LINE . ': · . . , • ·. ---:y-------------.. ------. ; ........ · . ;:I N ~~"" 11 I " . ...aw E~ /J> '4, s ENLARGED SITE PLAN 24"x36" SCALE: 1" 11"x17" SCALE: 1" 20'-Q" 40'-o" o·· ~-·· 1 o· i~ ~,--, 20· ,,:,,~o· 2 ,..'id s~- 0 mr,, ,, ., ,·. .a red EN di" 1"1E'ERSi1:,;, 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: 1 03/22/2017 100% CD'S FOR SUBMITTAL 0 03/06/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION BM MM EZG RKS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 'HEY ARE ACTING UNDER THE DlRECTION OF A LICENSE[ PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE SiTE PLAN AND ENLARGED SITE PLAN SHEET NUMBER A-1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) T-MOBILE FRP WALL (E) MECHANICAL EQUIPMENT BY OTHERS (E) T -MOBILE EQUIPMENT CABINET; (2) TOTAL (E) T-MOBILE POWER CABINENT (E) T-MOBILE TELCO CABINENT (E) T-MOBILE FIBER BOX MOUNTED TO H-FRAME BELOW (E) CIENA BOX (E) T-MOBILE CIENA BOX MOUNTED TO H-FRAME ON BACK OF (E) EQUIPMENT CABINENT (E) T-MOBILE CABLE TRAY, (3) TOTAL (E) ROOFTOP PATHWAY MATS, TYP (E) T-MOBILE GPS ANTENNA TO REMAIN; (1) TOTAL (E) T-MOBILE RBS 3106 CABINET TO BE REMOVED (N) T-MOBILE DUS41 UNIT INSTALLED CJ{'j INSIDE (N) EQUIPMENT CABINET U (N) T-MOBILE RBS 6131 TO REPLACE S REMOVED RBS 3106; MOUNTED TO (E) u CABLE SHROUD BELOW (N) T-MOBILE LOOSE DC TO RUN TO ANTENNA ROUTED INSIDE (E) CABLE TRAY; (2) PER SECTOR, (6) TOTAL (N) T-MOBJLE LOOSE FIBER TO RUN TO ANTENNA ROUTED INSIDE (E) CABLE TRAY; (4) PER SECTOR, (12) TOTAL KEYNOTES: NOTE: (E) T-MOBILE AND OTHER CARRIER ANTENNAS SHOWN LIGHT FOR CLARITY. ~~ > ' . . I I I I I ~"" I 1'10 6 10 ••. ---,J 0 EXISTING EQUIPMENT LAYOUT I I I I I I I I I I I I I ' I I I 0 0 24"x36" SCALE: 3/8" 11"x17" SCALE: 3/4" -------------------- 1 '-0" 1 '-0" 1 NOTE: (E) T-MOBILE AND OTHER CARRIER ANTENNAS SHOWN LIGHT FOR CLARITY. ..... ~,.:··. 0 .. ·< .... "' . I 3 12 0 NEW EQUIPMENT LAYOUT 8 6 7 14 15 ·~.-· ~ ... •·.· .•. · .. ,·.···. \. ~ '·::_·_._'"_·'···~;····· _, _, . ___ .,.,., 0 0 24"x36" SCALE: 3/8" = 1 '-0" 11''x17" SCALE: 3/4" = 1'-0" /I \ . . . \ II . \ I • I ! 1 Ii : \ \ . >i . .· I \, I \ I I .. I I .. ,I / . I \/ ·1, 1 \ • I r-1 .··\ 11 I . ··. I I \ I ~-I 4 I I '111 i-.~ •. -. ,+\ ~~-< .. · / I 5 8 I • I \/./ 1.:://\ \ / .·.1 I I N ~" I "ff ""iii,W . . E::,;.. p~· "4 s ffi·, .. 2 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: ' 1 03/22/2017 100% CD'S FOR SUBMITTAL 0 03/06/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION BM MM EZG RKS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS •HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Ei'IGINEER, TO ALTER THIS DOCUMENT. L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE EQUIPMENT LAYOUT SHEET NUMBER A-2 NEW OPTIMAL ANTENNA & TRANSMISSION CABLES REQUIREMENTS ANTENNA MAKE AND MODEL RAD CENTER AZIMUTH TRANSMISSION LINE (VERIFY WITH CURRENT RFOS) ANTENNA ANTENNA EXISTING NEW EXISTING NEW EXISTING NEW CABLE FEEDER TYPE POSITION TECHNOLOGY COUNT LENGTH <( 1 U1900,G1900 1 ERICCSON AIR21 B2A/B4P (QUAD) -43'-8" -o· -25' (E) COAX Cl'. 2 L2100, L1900 1 ERICCSON AIR21 82P/84P (QUAD) ERICSSON AIR32 B66A/B2A (OCTA) 43'-8" 43'-8" o· o· 25' (N) FIBER 0 t- () 3 L700 w 1 COMMSCOPE LNX-6514DS-A 1 M (DUAL) -43'-o" -o· -25' (E) COAX rt) 4 ---------- "' 1 U1900,G1900 1 ERICCSON AIR21 82A/84P (QUAD) -43'-8" -1 1 o· -98' (E) COAX Cl'. 2 L2100, L1900 1 ERICCSON AIR21 82P /B4P (QUAD) ERICSSON AIR32 866A/82A (OCTA) 43'-8" 43'-8" 11 o· 11 o· 98' (N) FIBER 0 ti 3 L7D0 1 COMMSCOPE LNX-6514DS-A 1 M (DUAL) -w 43'-o" -11 o· -98' (E) COAX rt) 4 ---------- () 1 U1900,G1900 1 ERICCSON AIR21 82A/84P (QUAD) -43'-8" -240' -59' (E) COAX Cl'. 2 L2100, L 1900 1 ERICCSON AIR21 82P /B4P (QUAD) ERICSSON AIR32 B66A/B2A (OCTA) 43'-8" 43'-8" 240' 240' 59' (N) FIBER 0 t-3 L700 1 COMMSCOPE LNX-6514DS-A 1 M (DUAL) 43'-o" 240' 59' (E) COAX () ---w rt) 4 ------ 0 1 ------ -i --- Cl'. 2 ------ ----0 t- () 3 ------- ---w "' 4 ----- - - - -- X REMOTE RADIO UNITS DC CABLES >< TOWER MOUNTED AMPLIFIER DC CABLES NOTES TO CONTRACTOR: ANTENNA RRUS MAKE ANO MOOEL RRUS LENGTH AWG ANTEi'fNA POSITION COUNT POSITION <( 1 --- -<( 1 Cl'. 2 ----0 t-3 (E) ERICSSON RRUS 1 1 B12 1 25' () -w Cl'. 2 0 t- () 3 w "' 4 ----rt) 4 "' 1 --- -"' 1 Cl'. 2 - - -0 - t-(E) ERICSSON RRUS B12 1 98' () 3 11 -w Cl'. 2 0 t-() 3 w rt) 4 --- - rt) 4 () 1 ----() 1 Cl'. 2 - - -0 -Cl'. 2 0 t-3 (E) ERICSSON RRUS 11 B12 1 59' () -w t-3 () w rt) 4 ----rt) 4 0 1 -- - -0 1 Cl'. 2 ---0 - t-() 3 -- - - Cl'. 2 0 t-3 () w w rt) 4 -- - -"' 4 ANTENNA & EQUIPMENT SCHEDULE 0 0 0 0 0 0 0 0 0 <3> (E) ROOF OF BUILDING (E) T-MOBILE CABLE TRAY ON ROOFTOP (E) T-MOBILE 7' -0" HIGH FRP SCREENING (E) T-MOBILE SECTOR FRAMING (E) T-MOBILE RRU 11 MOUNTED TO (E) PIPE MOUNT (E) T-MOBILE PANEL ANTENNA TO 0(6\ REMAIN; (2) PER SECTOR, (6) TOTAL ~ GD (E) T-MOBILC: PANEL ANTENNA TO BE REMOVED AND 0fs"\ REPLACED; (1) PER SECTOR, (3) TOTAL ~ (N) T-MOBILE 4'-8" AIR32 PANEL ANTENNA MOUNTED~ ON (E) PIPE MOUNT; (1) PER SECTOR, (3) TOTAL ~ (N) T-MOBILE LOOSE DC TO RUN TO ANTENNA, TO FOLLOW (E) CABLE ROUTE; (2) PER SECTOR, (6) TOTAL (N) T-MOBILE LOOSE FIBER TO RUN TO ANTENNA, TO FOLLOW (E) CABLE ROUTE; ( 4) PER SECTOR, ( 12) TOTAL KEYNOTES: ----- TMA MAKE AND MODEL TMA LENGTH AWG COUNT 1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION ---- --- -2. CABLE LENGTHS WERE DETERMINED BASED ON VISUAL INSPECTION DURING SITE-WALK. --- -CONTRACTOR TO VERIFY ACTUAL LENGTH ----DURING PRE-CONSTRUCTION WALK ---- 3. CONTRACTOR TO VERIFY PORTS HAVE -- - - SUFFICIENT ROOM -- - - NOTE: -- - - ----1. (E) ANTENNA AZIMUTHS ARE ESTIMATED AND ----ARE TO BE VERIFIED BY RF. ----2. NEW PANEL ANTENNAS AND ALL MOUNTING --- -HARDWARE TO BE PAINTED TO MATCH EXISTING ----STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER --- - ---i - --- - ----------------------- I ~ 6 I ~ I I ,, G, EXISTING ANTENNA PLAN 1. CONTRACTOR TO VERIFY APPROVED STRUCTURAL ANALYSIS PRIOR TO INSTALLATION. 2. CONTRACTOR TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO REMOVAL OF ANY ANTENNAS. 3. CONTRACTOR TO SUPPLY WEATHERPROOFING FOR CONNECTIONS. 4. GENERAL CONTRACTOR TO PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REQUIRED TO SUPPORT PROPOSED ANTENNAS. ALL ANTENNAS & MOUNTING HARDWARE SHALL CONFORM TO DESIGN REQUIREMENTS PER 2013 IBC/2016 CBC AND EIA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 5 . 6 ·1 I I ' 2 " 9 " " 10 0 j 4 3 J>, 'o,, 8 ",,, 0 " " " '-------- 4 3 NEW ANTENNA PLAN 6 4 6 5 6 4 N 10 9 6 7 6 7 N I ~ 0 ' 24"x36" SCALE: 3/8" 11"x17" SCALE: 3/ 4" ; '-.I : I ' OJ ,I : (5>, 7,, ">~, 3 1 '-0" 1 '-0" '7 Q,, 8 6 5 .p. I ! ' ~,I : '-.J I I -co 24"x36" SCALE: 3/8" '1"x17" SCALE: 3/ 4" 1 '-0" , ·-o" ,4t er::: • o.~ 1--':r: u 1--w ::::) (/) 2 ~IN .1::::1.,<( --------- ""--< 3 1 /1 I _l_J'V- 1 =<( er::: 0 0 II 1--u I w 1-- (/) ::::) 2 ~-zN '-",<( 3 2 smart1ink 138 7 CALLE AVANZAOO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: BM CHECKED BY: MM 1 03/22/2017 100% CD'S FOR SUBMITIAL EZG 0 03/06/2017 90% CO'S FOR REVIEW RKS REV DATE OESCRIPTION BY IT JS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ANTENNA LA. YOUT SHEET NUMBER A-3 0 0 0 0 0 0 0 (E) T-MOBILE 7'-0" HIGH FRP SCREENING WALL (E) BUILDING (E) TREE, TYP. (E) T-MOBILE RRU 11 MOUNTED TO (E) PIPE MOUNT TO REMAIN; ( 1) PER SECTOR, (3) TOTAL GI;) (E) T-MOBILE PANEL ANTENNA TO REMAIN; (2) PER SECTOR, (6) TOTAL @@ (E) T-MOBILE PANEL ANTENNA TO BE REMOVED AND REPLACED; ( 1) PER SECTOR, (3) TOTAL ~ (N) T-MOBILE 4'-8" AlR32 PANEL ANTENNA MOUNTED ON (E) PIPE MOUNT; (1) PER SECTOR, (3) TOTAL~ KEYNOTES: ~ 4 ~ 5 \ V\ 3 '[~ I I ' ' I ; . !·' ; i;.: "f ii'' t> ···1;;(· r:· ' ... :: I\< • ••. i ,· .. .. ' ;; ., ·-: ... -, ..•. ''.> .. ·--,.-.. i .. · ,:·'" , ... i •.. •· ... I ' . < ", 1-: ',' -oi"/,.'· I' .r>t:: . • , ... . ,. I :,: (c;> i:.:, i > •,<. . ,::• , .. . ; " .. f -; ;{:: ,'_i _,, _,,: '·· ' i -/ , .. , '.'.\ ....... I .i ;1' .. .. ,,,. , ..• . ' .. 1 : ;ft{; '.' : .:: ii. i i' .·.·. qq+: ,·, .,; _·_:_ ~-.. ; I • ; .. I . .. •:c. 1: ,;: ' --:' I···· .. ; ;, i •. ii "/._:. .. ' ; .• i ' . \. ' . . , . · .. ' .. ;_i -I I• .. EXISTING NORTHEAST ELEVATION 6 0 I r0 5 i V\ 3 u 1 JI ~ I tJ I : i ! I . ; : ,, ;, : ,.,,., , ... S'j}. . ·. I .: i I:, ';: ... 'i' :', I '. ,. ' ,'ci : , ... , i.-I :. . .·. •I • . , ., .,. :: : < ~: :····-:··., ';' ' ,,:·-':_-i-,;·_,.,,_:_·:.::, . >::s<tU . : -., ____ '< •• ... I· •, i ' ,, . ' .,; ' :· -: :;_· ' . . I ,::: .• . .. ·.· I,· '"' \ . ,·: !.• . ' .... -----·.c. .'··,. :· .. ; ;,./' ,, I/ Yi. ! I 't ' )\. . ·:' i : .', .. >C' ,.,.. . r· ..... . ,. I' ; i.:i"::. > .; . ! ' .'.' _-. _c_·-:. •'' , ... ... ,,;,: ·•··. '"'~ ,· I'· .. · . i'' .,~-:" ·, -: _-_.:·-::,),_ .... ·:_. .. :.:• :+ ' . ' ; ,. \.; ., ''' ; ·.;· .. ,., ,.,,A • .. ·,<;;I".\., " ' ' ,,, .. " .. . . . ,· I _, ' I i .·. • ' I I __ I NEW NORTHEAST ELEVATION ---------------- :? 5 0 6 i 5 \\ j I J}J ' n V: " ' { f I u I ' r ! I i ! i i I ~ i ' ::;,; ; .. ' I I •.. i F':_:'. '· .. :, n I I ; -1,, ·; ... , 1-:·t; ' ... . . >i I I . i : :) .:; .•:.·:, \ I I ' ··" .':-,'";, :.-• • I i I ? ·/:-;:·: < Sl i '" : '0:9 I I . /;· "' .... ;; ,, I .. , ' . ,·• ; I ~-I I ! I I . ~ i I I I ~ 7 5 1 -.!I ~ '1 ~ I i I I I ! ! I ; i ;v .. " . ' I i I I :·::, .: :, _' ,' :,. ,:·. y I I ',~.\ ''. I I ' • i' ' "i' ' .. •:; ' ' -. ;.::,\ I I ! .·.·· Ir. ': :.: ... I I I . .:• I:. .. : ,.·, ..... ' I I i ;: :::., ./,· .. ': ;ii''<' C'' ! I i . ! /'i-'· 1>· f'': '.( c: :", -~-·. ,:,:-I ' ·, : ~ ,, I I I•' ' >••• I ' : I I I I I ! ~ ! -------------------------.. ' I TOP OF EXISTING T-MOBILE FRP WALL ±47' -0" A.G.L. TOP OF EXISTING T-MOBILE PANEL ANTENNAS$ ==========::::'.::___/ ±46'-0" A.G.L. ~ _________________ R_AD CENTER OF EXISTING T-MOBILE PANEL ~NN~ --------------~ ±43-8 A.G~ ' - ~_CENTER OF EXISTING T-MOVILE PA~!~, ~~;E~-~Ac. $ TOP OF EXISTING BUILDING . I t . ? :··. .. . ... ,· ... -····_ .··r ,;.::Ji:·· ,.: ) . .,·.· /::··, ... ,,, .. " , ,·,:_ '. --.. ,· .. .>:-; • ',. __ , .:It:·· .. ~--· . ' . ::;_ 24"x36" SCALE: 1 /16" 11 "x 17" SCALE: 1 /32" = 1 '-o" 1 '-0" 15' 12' 8' 4' o" ±38' -5" A.G.L. GROUND LEVEL 0'-0" AGL 16' TOP OF EXISTING T -MOBILE FRP WALL ±47' -0 A.G.L. TOP OF NEW AND EXISTING T-MOBILE PANEL ANTENNAS$ ±46' -0" A.G.L. 1 / ~==_=_=_=_=_=_=_=_=_=_=_=~_=_=._'..__, __ RAD CENTER OF NEW_AND EXISTING T-MOBILE PANEL,ANJENN~ ~-------~ ±43-8 A.G~ 1;; · .·• : ,p:,';!' ' , .. ,;: ·•··· . . ' ,._, ... .. ' ,,_, ! ' ' ...____ _ __ _ RAD CENTER OF NC:W T-MOVILE PAN~rENNAS .t;, ±43 -0 A.G.L. 'I" TOP OF EXISTING BUILDING 24"x36" SCALE: 1 /1 6" 11 "x 17" SCALE: 1 /32" 1 '-0" 1 · -o" 16' 12' B' 4' O" ±38' -5" A.G.L. GROUND LEVEL 0'-0" AGL 16' 2 obile~llill smartlin~< 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: BM CHECKED BY: MM 1 03/22/2017 100% CD'S FOR SUBMITTAL EZG 0 03/06/2017 90% CD'S FOR REVIEW RKS REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNOER THE DIRECTION OF A LICENSE[ PROFESSIONAL ENGINEER, TO ALTER THIS OOCUMENT. L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ELEV A. TIONS SHEET NUMBER A-4 ----------- 0 (E) T-MOBILE 7'-0" HIGH FRP SCREENING WALL 0 (E) BUILDING ~ obile~oor 00[ 00[ 0 (E) TREE, TYP. 0 (E) T-MOBILE RRU 11 MOUNTED TO (E) PIPE MOUNT TO REMAIN; ( 1 ) PER SECTOR. (3) TOTAL@ 0-1 Ce@ 0 (E) T-MOBILE PANEL ANTENNA TO REMAIN; (2) PER SECTOR, (6) TOTAL 0 (E) T-MOBILE PANEL ANTENNA TO BE REMOVED AND REPLACED; ( 1 ) PER SECTOR, (3) TOTAL ~ 0 (N) T-MOBILE 4"-8" AIR32 PANEL ANTENNA MOUNTED ON (E) PIPE MOUNT; ( 1 ) PER SECTOR, (3) TOTAL @@ 1 l"nk smartsii l,4i KEYNOTES: ' \:tx .. rt:::: ~ ' J:f 1): :~h~ .• ii>• d m;: .are /,0 G 'E,ER9'" 5 EXISTING T-MOBILE FRP WALL"" EN · .,,,, TOP OF ±47 -0 A.G.L. '1"' 1387 CALLE AVANZADO j-0 ~ 0\ 6 SAN CLEMENTE, CA 92673 TOP OF EXISTING T-MOBILE PANEL ANTENNAS$ (619) 997-4012 0: / ±46' -0" A.G.L. I ' ' ~ "~-:f ' RAD CENTER OF EXISTING T-MOBILE PANEL ANTEN~# ,, 11 -----------~ --±43' -8" A.G.L. ' " ' D~WN BY: BM ~ ' ~_CENTER OF EXISTING T-MOVILE PANE;.~N~~ . I ' . ' ±40 -0 A.G.L. . . I i TOP OF EXISTING BUILDING"' CHECKED BY: MM ' ±38 -5' A.G.L. T . '" :X's/; : ; I : .,.;!-,:-:::. j ·:\ .,,,. '.·.-\-v~ ' ' ; < ' .····,,, . ' . .. .. , :-. >.• ) . .. : : ' '• .... '. ' .... i -::·::;-;_ '-:~-' s' ~,. / • ,, ' -__ ;"·'-._,, I . ' '., I,0:c,' ;,-= '/;' -, "' .:: ':: ... ,/ . ,. :,,, ,-c-:c: I ':i' ' 'if_;:: I ', ' . . . -.. , ,., ' :: ,,,·,.\ ' I ' :.,,, .. ; Id (_".-'-·(:.- ,, 'I i i I ' • I GROUND LEVEL"" .' '' I I I ' o'-o" AGL '1"' 1 03/22/2017 100% CD'S FOR SUBMITTAL EZG 0 03/06/2017 90% CD'S FOR REVIEW RKS REV DATE DESCRIPTION BY 24"x36" SCALE: 1 /1 6" 1 , o" ~J ,.., IP• t" j 1 EXISTING NORTHWEST ELEVATION ~,aJ I LIi 11"x17" SCALE: 1 /32" = 1 '-0" 16' 12' s· 4' o" 16' . ;-0 5 TOP OF EXISTING T-MOBILE FRP WALL ..1-s ~ ~ 7 ±47' -0" A.G.L. 'i' TOP OF NEW AND EXISTING T-MOBILE PANEL ANTENNAS $ / ±46' -0" A.G.L. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS \ ~ THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED " I 1 RAD CENTER OF NEW_AND EXISTING T-MOBILE PANEL~N_~# PROFESSIONAL ENGINEER, TO AUER THIS DOCUMENT. --------~ -±43 -8 A.G.L. ' ~ RAD CENTER OF_ EXISTING T-MOVILE PANEL ANTENNAS$ ! . ------±43' -0" A.G.L. . I i TOP OF EXISTING BUILDING .J... L 1900 MODIFICATION i I ±38 -5' A.G.L. T SITE ID: SD06747A ,.-"'.· . ',, ,: .. · ·, CARLSBAD PACIFIC BLDG . ' ':.:{'--.... ; -., i ., ·, L" "'" ' 4~-~ I " ,,., . 701 PALOMAR AIRPORT RD, #190A \ \. < -~-:·_: : '" ., i .. l '" ~-it' :;-' " '·' .·,·• '/\ 1:,· ! ' ' lo; ,::.;'. CARLSBAD, CA 92009 ,;::; ~ : __ \'..'.·:_,.-''.'rt ·:;·a ' <, ' : ' ·,., .. :i:? ·:., .•...• i I ,, •,,a ,, :· ,. '· ROOFTOP i ', ,;, ,•,, 1 • ' ' I /"-·. '', ), ·,: :, ' ' . i 0,N \• C ,_,,c , .. "' : .. .. :,<,;:> .:. ' .... : i: SHEET TITLE : I ! GROUND LEVEL,.__ I ' ' I ' I ,' O' -0" AGL 'i' ELEVATIONS SHEET NUMBER A-5 24"x36" SCALi': 1 /1 6" 1 , o" ~·····,Iii· j 2 NEW NORTHWEST ELEVATION 1111Fr11 11 "x 17" SCALE: 1/32" = 1 '-0" 1 6' 1 2' 8' 4' o" 16' ----------------------------------------- ---------·-···---- MANUFACTURER: AMPHENOL MODEL NO.: 36210008 DIMENSIONS: TOTAL WEIGHT PIPE DIAMETER: MAX: 115mm (4.5") 15.2 LBS MIN: 40mm (1.6") ANTENNA PIPE MASe----- PER PLAN NOTE: TOP BRACKET MAY BE VALMONT MODEL DB380 ALSO IF NO DOWNTILT OF ANTENNA IS REQUIRED. (E) ANTENNA MOUNTING MANUFACTURER: MODEL NO.: DIMENSIONS: A 17.8" B 17.3" C 7.2" <( ERICSSON RRUS 1 1 TOTAL WEIGHT ±50 LBS B RRU W/ SUNSHIELD SUNSHIELD ---< PROPOSED ANTENNA PER PLAN ~-NEW 3621 0008 3-POINT MOUNTING AND DDWNTILT BRACKET C TOP VIEW 24"x36" SCA~E: NTS 11 "x 1 7" SCALE: NTS MFR'S STANDARD MOUNTING BRACKETS 6 ,__--P1000 UNISTRUT AS ALTERNATE ATIACHMENT MFR'S STANDARD ~OUNTING 3RACKETS Pl ODO UNISTRUT AS ALTERNATE ATIACHMENT FRONT VIEW SIDE VIEW (E) ERICSSON RRUS 11 MANUFACTURER: ERICSSON MODEL NO.: DUS 41 DIMENSIONS: 2.8" TOTAL WEIG HT A B 1 g" 23 LBS DEPTH 13.78" B - C 0 D ICXXXJCXXJC)I ICtXXJCXXXJJ ICXXXXJCXX)I i()'.X)(lc::5(~ 1!:}; )000< )( )QI <( ' ' ' ' 000000 000000 000000 oncooo IDCDDI.DCJCJO• D ' ~ lcccccccccccccccccccccccccccccccccccccccl -- FRONT VIEW (N) DUS 41 0 10101, 0 ill' =io 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS 0 Cl ti s 0 ~ D 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS 7 8 MANUFACTURER: ERICSSON MODEL NO.: AIR 32 B66A B2A DIMENSIONS: A 56.6" TOTAL WEIGHT B 12.9" 1 05.8 LBS C 8.7" <( \ TOP VIEW (N) AIR 32 ANTENNA MANUFACTURER: COMMSCOPE MODEL NO.: LNX-651 SDS-Al M DIMENSIONS: CONNECTOR TYPE: TOTAL A 72.7" (2) 7-16 DIN FEMALE WEIGHT : B 11 . 9" CONNECTOR LOCATION: 43.7 LBS ~ 7.1" BOTIOM u D TOP VIEW (E) COMMSCOPE ANTENNA MANUFACTURER: ERICSSON MODEL NO.: AIR 21 B2A 84P DIMENSIONS: TOTAL WEIGHT A 56.2" B 12.1" 91.5 LBS C 7.9" ( ~~~~~ TOP VIEW (E) AIR 21 ANTENNA <( FRONT VIEW B FRONT VIEW FRONT VIEW n . . I I SIDE VIEW 24"x36" SCALE: I\TS 11 "x 17" SCALE: :\TS SIDE VIEW 24"x36" SCALE: NTS 11"x17" SCALE: NTS C SIDE VIEW 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 3 4 5 ERICSSON RBS 6131 HEIGHT (H) 5'-8" WIDTH 0N) 4'-0" DEPTH (D) 1'-6" WEIGHT 375 lbs. D w 0 I I i ~-----------~--' PLAN VIEW (N) ERICCSON RBS 6131 MANUFACTURC:R: KATH REIN MODEL NO.: 85010084 TOTAL WEIGHT : ±28.7 LBS MAXIMUM TORQUE M 1 O I 50N .m (36.88FT.LBS) 1 HANG ANTENNA ON BRACKET STUDS AND SECURE WITH NUTS. ADJUST LOWER CARRIER AS SHOWN IN DETAIL A SIDE VIEW M10 L---ATTENTION: LOOSEN BOTH SCREWS TO ADJUST THE LOWER CARRIER AND RESECURE THEM AFTERWARDS A FACTORY PROVIDED PRE-INSTALLED ----< MOUNTING BRACKET, TYP. EB M10 (MOUNTING ACCESORIES INCLUDED) TORQUE MA= 40 Nm DEVIATING FROM THE TABLE (TYP. TOP AND BOTTOM) "' Cl .= = = _J _J (N) AND (E) AIR ANTENNA MOUNTING FRONT VIEW 24"x36" SCALE: NTS 11"x17" SCALE: NTS 1 SCREW SIZE TORQUE MS 20Nm M10 50Nm 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' ~-REUSE EXISTING AIR 21 BRACKET IF APPLICABLE A m 69 79 93 110 129 149 169 190 211 232 253 275 296 318 340 31,2 383 I . ' ~ ' I I (N) OR (E) 2.15"0 -4.5"0 PIPE ~-SUPPORTING RIG 24"xJ6" SCALE: NTS 11 "x 17" SCALE: NTS II "' "' z 3 Cl ~ ~ z Gl "Tl ,l 0 s: .., I m ;i;! Ill r m 2 il t i w l smar 11nk ~ mli,ty,,rect. E NGIN"EERSl::L 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: 1 03/22/2017 100% CD'S FOR SUBMITTAL 0 03/06/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION BM MM EZG RKS BY IT JS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE DETAILS SHEET NUMBER D-1 TYPE SS TYPE TA TYPE XA TYPE GT TYPE GL LUG TYPE PG TYPE LJ TYPE HA TYPE RR TYPICAL CADWELD TYPES NOT USED NOT USED TYPE PH TYPE GR TYPE NC TYPE PC TYPE VS TYPE NX1 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 24"x36" SCALE: NTS 11"x17" SCALE: NTS 7 8 9 TO LOW NOISE AMPLIFIER UNITS (LNA) (WHEN REQUIRED) AND RECEIVE ANTENNA COAX JUMPER REQUIRED PER MANUFACTURER'S RECOMMENDATION OR FOR EASE OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT, TYP. 1 r - ' ' ' ' ' ' ' ' L - \ ··, ........... , '· ~~------." \ . ' ' \ FROM LNA (WHEN REQUIRED) --"'-c:::~-'\...-r-:i \ \ \ \ 2 AWG Tl'JNED, SOLID COPPER CONDUCTOR EXOTHERMIC TO TRANSMIT ANTENNA l ~ ,,/·· ,,.----- I j _/,• STANOARD GROUNDING KIT, TYP. (SEE NOTE 7 ON SHEET G-2) 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION GROUNDING BAR, ANDREW PART # UGBKIT-0424-T (TINNED). A LOCKBOX IS REQUIRED AT GRADE TASSCO PART # 351546. ANTENNA HEIGHT WILL DETERMINE NUMBER OF GROUNDING BARS AND THEIR LOCATION WELD TO GROUNDING BUS-~- ~T) -----b ________ _ GROUNDING BAR CONNECTION 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 4 ANTENNA (TYP.), NUMBER OF~ ANTENNAS REPRESENTED IN THIS DETAIL ARE FOR SHOWING CLARITY OF GROUND SYSTEM REQUIREMENTS ONLY. 1/2" COAX JUMPER -------, NEW RRU PER ---~ PLAN (TYP) NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER MIN. #6 ,\WG STRANDED (GREEN JACKET) COPPER GROUND WIRE (BONDED TO GROUND BAR, TYP.) --------1, o~gggg~gg gjggggo ANTENNA GROUND BAR '• :: :: • TOWER GROUND BAR ~" AWG """' ooe,,ee ... :::::: :::::: . I GROUND CONDUCTOR TO "" g~:;gggggggggggg O O MASTER GROUND BAR #2AWG GREEN STRANDED CONDUCTOR ANTENNA GROUNDING PLAN COAX GROUNDING KITS TYPICAL (6) MTC 976715 -15' MTC 976720 -20' TWO HOLE LONG BARREL COMPRESSION LUGS ~---- COAX GROUND KIT 0 0 0. 0 ' ~ 0 00 00 0 0 I \J ( -----".) 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 3" FLEXIBLE CONDUIT ----.__ 3" SCHED. 40 PVC 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 5 6 Q) ~ 7/16" ,{;.::\ 2" Y::) o 0 C o ).o 0 0 oJ-0 3/4: o o-r V 0 0 0 0 0 0~ 0 0~ 0 0 0 2 1 " 1 SEE DETAIL 1 LEGEND: 1. COPPER GROUND BAR, 1 /4"X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. B-6142 CR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL VARY BASED ON NUMBER OF GROUND CONNECTIONS). 2. INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL. 3. 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUAL WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR EQUAL. 4. 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR EQUAL. 5. INSULATORS SHALL 3E ELIMINATED WHEN BONDING DIRECTLY TO TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. GROUNDING BAR DETAIL 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS T&B CO. "C-TAP", CAT. #54730, CRIMP TYPE PARALLED TAP OR EQUIVALENT ~""'~"" SHORTEST OF BOND TO TURN TO DISTA'ICE TO MGB #6 AWG GREEN INSULATED STRANDED COPPER WIRE (UNIT BOND) GROUNDING WIRE CONNECTION GROUND BAR ON WALL, Fe.DOR OR ON ANTENNA TOWER SEE DETAIL 3 ---\ n n #6 AWG FROM ANTENNA CABLE GROUND KIT ,------J------1-11~,.!,-----Y-~1----~~~-t-1i----'1 ©©11©©1 © I I: ' I ©@©@ © © ©© ©© 24"x36" SCALE: NTS 11 "x1 7" SCALE: NTS *TWO HOLE LUG, OR EXOTHERMIC WEcD / TO BC: USED WITH #2 AWG BCW TO WATER -....___ GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE TANK WATEr< MAIN OR GROUND RING-----~ * -GROUND BARS AT THE BOTIOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. WIRE TO GROUND BAR CONNECTION 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS 1 2 3 smartlink 1387 CALLE AVANZADO SAN CLEl'flENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: 1 03/22/2017 100% CD'S FOR SUBMITTAL 0 03/06/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION BM MM EZG RKS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS .,.HEY ARE ACTING UNDER THE DIRECTION OF A LICENSEC PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE GR.OUNDtNG DETAILS SHEET NUMBER G-1 CABLE LINE DIAGRAM ----------------------------- i:MU Ms<.h< (';;;:;,i,:< ALPHA For 6131 actuai impfemsntafion may differ from fue layout,/ sche:mat.lc shown http://rfds.eng.t-mobile.com/DataSheetlPrintoutl1i47531B SD06747A.jpg SETA GAMMA 82A AlRZi B4'P , I I , ' i I ! I I 5/13 24"x36" SCALE: NTS 11"x17" SCALE: NTS 1 11~11\:l!@red __ E NGrRE'ERSnh, 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: 1 03/22/2017 100% CD'S FOR SUBMITTAL a 03/06/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION BM MM EZG RKS BY IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS rHEY ARE ACTING UNDER THE DIRECTION OF A LICENSEC PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • L 1900 MODIFICATION SITE ID: SD06747A CARLSBAD PACIFIC BLDG 701 PALOMAR AIRPORT RD, #190A CARLSBAD, CA 92009 ROOFTOP SHEET TITLE CABLE LINE DIAGRAM SHEET NUMBER RF-1