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CD 2019-0019; T-MOBILE L600 PROJECT - SITE SD02436A; 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: VPI BRESSI STORAGE, LLC C/O WILLIAM WARREN PROPERTIES PO BOX2034 SANTA MONICA, CA 90406 CONTACT: BRET GOSSETT, SUE HAVILAND T-MOBILE NAD-83 33"07'44.4540" N 117'15'55.7244" W CITY OF CARLSBAD PC-P1 UNMANNED TELECOMMUNICATIONS FACILITY 213-261-05-00 UNMANNED TELECOMMUNICATIONS FACILITY II-A S-1 PROJECT TEAM PROJECT MANAGER: SMARTLINK 18301 VON KARMAN AVE IRVINE, CA 92612 CONTACT: SAMUEL GUDINO PHONE: (760) 612-9949 RF ENGINEER: T-MOBILE USA 10509 VISTA SORRENTO PARKWAY SUIT 2016 SAN DIEGO, CA 92121 CONTACT: PEDRO ABE PHONE: (858) 334-2128 EMAIL:pedro.abe@T-Mobile.com -------~ ENGINEER: M SQUARED WIRELESS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 CONTACT: MICHAEL MONTELLO PHONE: (619) 997-4012 EMAIL: michael@msquaredwireless.com SITE ACQUISITION: SMARTLINK 18301 VON KARMAN AVE IRVINE, CA 92612 CONTACT: CHRIS WARD PHONE: (619) 922-8179 T L600 MODIFICATION T-MOBILE SITE ID: SD02436A BRESSI NCH STO 2500 CAMPBELL PLACE CARLSBAD, CA 92009 VICINITY MAP staples Starbucks Panera Bread uri'tr of Saii_Diegc im$! S-eNices s by Orth., Lowe's Home Im prcve'17 en1 ViaSat Inc(! 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. USE ANY LANE TO TURN SLIGHTLY LEFT TO STAY ON AIRPORT TERMINAL RD 4. USE THE RIGHT 2 LANES TO TAKE THE RAMP TO I-5/DOWNTOWN 5. MERGE ONTO N HARBOR DR 6. USE THE LEFT 2 LANES TO TURN LEFT ONTO W LAUREL ST 7. USE THE LEFT 2 LANES TO TURN LEFT ONTO INDIA ST 8. USE THE LEFT 2 LANES TO TAKE THE RAMP ONTO 1-5 N 9. MERGE ONTO 1-5 N 10. TAKE EXIT 44 FOR LA COSTA AVE 11. USE THE RIGHT 2 LANES TO TURN RIGHT ONTO LA COSTA AVE 12. USE THE LEFT 2 LANES TO TURN LEFT ONTO EL CAMINO REAL 13. TURN RIGHT ONTO GATEWAY RD 14. TURN LEFT ONTO CAMPBELL PL 15. DESTINATION WILL BE ON THE RIGHT J ~ CiHol 0 Oisccverj' Rd PROJECT DESCRIPTION T-MOBILE PROPOSES TO MODIFY AN EXISTING WIRELESS INSTALLATION. THE SCOPE WILL CONSIST OF THE FOLLOWING: • REMOVE • REMOVE (2) EXISTING T-MOBILE DUS41 UNIT IN (E) LTE CABINET@ GROUND EQUIPMENT LEVEL (1) NEWT-MOBILE XMU UNIT IN (E) LTE CABINET@ GROUND EQUIPMENT LEVEL • REMOVE (3) EXISTING T-MOBILE PANEL ANTENNAS • REMOVE (3) EXISTING T-MOBILE TMA'S • REMOVE • INSTALL (3) EXISTING T-MOBILE RRUS11 812 ON GROUND-MOUNTED H-FRAME (3) NEWT-MOBILE PIPE TO PIPE MOUNT KIT • INSTALL (3) NEWT-MOBILE AIR3246 866 ANTENNAS • INSTALL (3) NEWT-MOBILE RFS APXVAARR24 ANTENNAS • INSTALL (3) NEWT-MOBILE RRU 4449 B71/B12 @ANTENNA LEVEL • INSTALL • INSTALL (2) NEW T-MOBILE BB 6630 UNIT IN (E) L TE CABINET@ GROUND EQUIPMENT L~VEL (9) NEWT-MOBILE DC POWER CABLE • INSTALL (18) NEWT-MOBILE FIBER CABLE •UPGRADE PBC6200 WITH 8 RECTIFIERS 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 Call Toll Free 1-800-227-2600 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. 2 WorkinR Days Before You Dig UNDER~OUND SERVICE ALERT 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 A-6 ELEVATIONS A-7 ELEVATIONS D-1 DETAILS G-1 GROUNDING DETAILS RF-1 CABLE LINE DIAGRAM APPROVALS 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: AUG 1 ~ 2019 1 :Sli'i' CALLE A1U'l.i\lZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: C 07/24/2019 100% CD'S FOR SUBMITTAL B 07/17/2019 95% CD'S FOR REVIEW A 05/31/2019 90% CD'S FOR REVIEW REV DATE DESCRIPTION fESS/ . f>.. Wft W 5os6J.1; ~I~~ DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A UCENSE PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE TITLE SHEET SHEET NUMBER T-1 __,-' ; ~::: .:>"'--;:: L. ~-. :=; ,, " -L.1 GENERAL CONSTRUCTION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR-GENERAL CONTRACTOR SUBCONTRACTOR -CONTRACTOR (CONSTRUCTION) OWNER-T-MOBILE 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 CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL T-MOBILE, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND 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 NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 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 OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND 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 AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS 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 AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND 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 THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL (E) ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED 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 AND/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 MINIMIZE DISTURBANCE TO THE (E) SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING 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 SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND 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 LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FDR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY JS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY T-MOBILE TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION T-MOBILE GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND 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 STROBJC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FM STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL 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 ADDITIONAL PARKING TO BE PROPOSED. (E) ACCESS AND PARKING TO REMAIN, UNLESS NOTED OTHERWISE. 43. NO LANDSCAPING JS 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 BY T-MOBJLE. 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 HEAW-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 BOLTS 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 EACH 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 (LATEST 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 HEALTH 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 AREA. 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 MS ', 3fi1 CALLE AVAiliZADO SAN CLEMENTE CA 92673 {949) 391-6824 DRAWN BY: CHECKED BY: C 07/24/2019 B 07/17/2019 A 05/31/2019 REV DATE 100% CD'S FOR SUBMITTAL 95% CD'S FOR REVIEW 90% CD'S FOR REVIEW DESCRIPTION tESS t-..W ,, _ ..... ...,.,.,. .. ·, 5 ' DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 0 0 0 0 0 0 (E) BUILDING ROOFTOP, TYP. (E) PARKING LOT, TYP. (E) OPEN AREA, TYP. FOR ENLARGED SITE PLAN SEE: ffi (E) & (N) T-MOBILE ANTENNA AREA ON ROOFTOP (ABOVE) AND EQUIPMENT ROOM ON 3RD FLOOR (BELOW) (E) TREE, TYP. KEYNOTES: ·~~ .. (- 0 (E) CONCRETE DRIVEWAY ----0 ' -----y ~---c-~ ---~----~ -.- ~ 1 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 .,...~ II II i I:! 11 : ~I A_P_N_: -2-1 3-_-2_6_1 __ -o-s--0-0'[ · I ... II J;'I,\ II ,11, ,.,, ; I ' ' 'I • ', , I ---♦ 4 1-----------PROPERTY LINE (±391.0') -------tr, DISCLAIMER: THIS SET OF DRAWINGS WAS PREPARED UTILIZING INFORMATION OBTAINED FROM PUBLIC DOCUMENTS MADE AVAILABLE ON JURISDICTION WEBSITE. M SQUARED WIRELESS 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" SCALE: 1" 11"x17" SCALE: 1" CAMPBELL PL 50• -o" o" 30' 60' 120· 120' -0" f~--4~'•--~-~•-•-"_-'· __ -_~!i~ 1 II I 5 i\ 1 Ir\ ' . ' ♦------♦ \ ENLARGED SITE PLAN ♦--~-. I II I II I ~ i I\ I\ !APN: 213-261-05-oo[ .i \ ,_ 24"x36" SCALE: 1/16" = 1'-0" 7 7 "x17" SCALE: 1 /8" = 1 '-0" s· 16' M 2 CF smartl1 13S1 CAI.I.E AVANZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: C 07/24/2019 B 07/17/2019 A 05/31/2019 REV DATE 100% CD'S FOR SUBMITTAL 95% CD'S FOR REVIEW 90% CD'S FOR REVIEW DESCRIPTION fESS I\.~ DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE 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 0 0 0 0 0 (E) T-MOBILE EQUIPMENT ROOM LOCATED ON 3RD FLOOR OF (E) BUILDING (E) T-MOBILE 3'-0" WIDE ACCESS DOOR (E) T-MOBILE KNOX BOX (E) T-MOBILE BATTERY RACK; (1) TOTAL (E) T-MOBILE BATTERY CABINET; (1) TOTAL (BELOW) (E) T-MOBILE ELECTRICAL PANEL (E) T-MOBILE DISCONNECT SWITCH (E) T -MOBILE TRANSFORMER (E) T-MOBILE AC UNIT; (2) TOTAL (E) T-MOBILE 19" RBS RACK (E) T-MOBILE TELCO BACKBOARD (E) T-MOBILE CIENA BOX MOUNTED TO (E) BACKBOARD (E) T-MOBILE THERMOSTAT (E) T-MOBILE RBS CABINET (E) T-MOBILE CABLE ENTRY PORT (ABOVE ON CEILING) (E) T-MOBILE CEILING SUSPENDED CABLE BRIDGE (2)(E) T-MOBILE DUS41 UNIT AND (1)(E) T-MOBILE XMU UNIT TO BE REMOVED FROM (E) EQUIPMENT CABINET (E) T -MOBILE RRUS 11 B 12 TO BE REMOVED; (3) TOTAL (N) T-MOBILE BB6630 UNIT TO BE (5j INSTALLED INSIDE (E) EQUIPMENT ® CABINET; (2) TOTAL (N)( 18) T -MOBILE FIBER CABLES & @ (N)(9) T-MOBILE DC POWER CABLES ~ KEYNOTES: 0 11 12 EXISTING EQUIPMENT LAYOUT 1 0 11 12 0 ±13'-2" 14 r--------1 I I! I 1•~ ~--~ i 07 i I I I I I I I I L. _________ J -I N -H __ f rf't; -;..---~,:::i 0·: -;.:_:-.: 7 -·;, 'o".'°l 0J ;--::·~~-9._.,r.~.r, : """'; i_ __ _J '},':.:,;: / ~c,~~ L __ __, "1f~: : ,:.'.:,n L __ ...J ,. I 0 ±2'-10" r ! ~~~ ~i; I I;~~ j~ I ~I ~=~~---~~~,;_l_1 ±8'-3" 0 0 -I N 14 -H 0 ±2'-10" 3 0 7 6 0 3 0 7 6 0 1~~=~-~-,-~-~-~-~ ±8'-3" NEW EQUIPMENT LAYOUT ------------------------------------------------------~-.... - ~'.._ JJ,;.:::::.; :~/ D ,, 0/,,---' .,,_-..I 11 ' ,1 I \'.,_ ,, "-' "''-' --/ __,, ~-" ,.,.. ..._,,.,....._.__/, i 0 di i I ,"co-.:;·_;/,\_':__.! :O:::.~j! -------------' ------------ 15 5 a, I " -H 24"x36" SCALE: 3/8" 11"x17" SCALE: 3/4" 5 a, I " -H 24"x36" SCALE: 3/8" 11"x17" SCALE: 3/4" 1 '-0" 1 '-0" 1 '-0" 1 ·-o" fl' .. 1 Mf ,;fi 2 smartli MS 1387 CALLI!! AVANZADO SAN CLEMENTE CA 92673 (949) 391-41824 DRAWN BY: CHECKED BY: C 07/24/2019 B 07/17/2019 A 05/31/2019 REV DATE 100% CD'S FOR SUBMITTAL 95% CD'S FOR REVIEW 90% CD'S FOR REVIEW DESCRIPTION f E.SS/ f,... Vvf.f. -.. ' (!) .·· w 5054 f~t V ',, t CJ\/\ FCN · DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE EQUIPMENT LAYOUT SHEET NUMBER A-2 FINAL OPTIMAL ANTENNA & TRANSMISSION CABLES REQUIREMENTS ANTENNA MAKE AND MODEL RAD CENTER AZIMUTH TRANSMISSION LINE (VERIFY WITH CURRENT RFDS) ANTENNA TECHNOLOGY ANTENNA EXISTING FINAL EXISTING FINAL EXISTING FINAL CABLE FEEDER TYPE POSITION COUNT LENGTH < 1 L700, L600, U1900, G1900 1 ERICSSON AIR32 B66A/B2A (OCTA) (N) COMMSCOPE FFHH-65A-R3 32'-6" 32'-6" 340' 340' 200' (N) FIBER O'. 2 L2100 1 RFS APXVFWW12X-C-NA20 (HEX) (N) ERICSSON AIR3246 B66 (MIMO) 32'-6" 32'-6" 340" 340' 200' (N) FIBER 0 f-L1900 1 (E) ERICSSON AIR32 () 3 -w B66A/82A (OCTA) -32'-6" -340' 200' (E) HCS U) 4 ---------- <D 1 ---------- O'. 2 ----------0 f-() 3 ----------w U) 4 ---------- () 1 L1900 1 RFS APXVFWW12X-C-NA20 (HEX) (E) ERICSSON AIR32 866A/82A (OCTA) 32'-6" 32'-6" 1 50' 150' 40' (E) HCS O'. 2 L2100 1 ERICSSON AIR32 866A/82A (OCTA) (N) ERICSSON AIR3246 B66 (MIMO) 32'-6" 32'-6" 150' 150' 40' (N) FIBER 0 f-3 1 (N) COMMSCOPE FFHH-65A-R3 32'-6" 205' 40' (N) FIBER () L700, L600, U1900, G1900 ---w U) 4 ---------- 0 1 L1900 1 RFS APXVFWW12X-C-NA20 (HEX) (E) ERICSSON AIR32 B66A/B2A (OCTA) 32' -6" 32'-6" 205' 205' 40' (E) HCS O'. 2 L2100 1 ERICSSON AIR32 B66A/B2A (OCTA) (N) ERICSSON AIR3246 B66 (MIMO) 32'-6" 32'-6" 205" 205' 40' (N) FIBER 0 f-1 (N) () 3 L700, L600, U1900, G1900 -COMMSCOPE FFHH-65A-R3 w -32'-6" -205' 40' (N) FIBER (J) 4 ---------- NOTES TO CONTRACTOR: X TOWER MOUNTED AMPLIFIER DC CABLES >< REMOTE RADIO UNITS DC CABLES 1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION ANTENNA TMA MAKE AND MODEL TMA LENGTH AWG POSITION COUNT ANTENNA RRUS MAKE AND MODEL POSITION <( 1 (E) GENERIC STYLE 1A 1 200' - O'. 2 ---0 - f-3 () ----w U) 4 ---- < 1 (N) 4449 B71+812 O'. 2 -0 f-3 () -w (/) 4 - <D 1 (E) GENERIC STYLE 1A 1 40' - O'. 2 ---0 - f-() 3 ----w (J) 4 ---- "' 1 (N) 4449 B71+B12 O'. 2 0 - f-() 3 -w (/) 4 - () 1 ---- O'. 2 ---0 - f-3 () ----w U) 4 ---- () 1 (N) 4449 B71+B12 O'. 2 -0 f-3 () -w (/) 4 - 0 1 (E) GENERIC STYLE 1A 1 40' - O'. 2 ---0 - f-3 () ----w U) 4 ---- () 1 (N) 4449 871+812 O'. 2 0 - f-() 3 -w (/) 4 - ANTENNA & EQUIPMENT SCHEDULE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (E) BUILDING 5' -0" HIGH PARAPET WALL (TYP.) (E) BUILDING MECHANICAL EQUIPMENT ON ROOFTOP (TYP.) (E) T-MOBILE CABLE TRAY ON ROOFTOP (TYP.) (E) T-MOBILE 5' -0" HIGH FRP SCREENING (TYP.) (E) T -MOBILE SECTOR FRAME TO BE REMOVED AND REPLACED; (1) PER SECTOR, (3) TOTAL (TYP.) (E) PANEL ANTENNA BY OTHERS (TYP.) (E) T-MOBILE AIR32 ANTENNA TO BE RELOCATED ON SECTOR FRAME; (1) PER SECTOR, (3) TOTAL (TYP.) (E) T-MOBILE GPS ANTENNA TO REMAIN; ( 1) TOTAL (E) T-MOBILE TMA'S; (1) PER SECTOR/(3) TOTAL TO BE REMOVED; (1) PER SECTOR/(3) TOTAL TO REMAIN (E) T-MOBILE PANEL ANTENNA TO BE REMOVED AND REPLACED; (1) PER SECTOR, (3) TOTAL (TYP.) (N) T-MOBILE SECTOR FRAME @ INSTALLED ON (N) PIPE MOUNT, (1) PER SECTOR, (3) / 1 6 (N) T-MOBILE 4'-0" PANEL ANTENNA TO BE ~ TOTAL (TYP,) -D-1 (N) T-MOBILE MIMO ANTENNA TO BE INSTALLED ON ~ (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP.) ~ (N) T-MOBILE 4449 B71+812 RRU TO BE INSTALLED ON (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP.) (N) T-MOBILE PIPE TO PIPE MOUNT (2) TOTAL @ SECTOR B & C KIT,_~ ~ ~ ~ KEYNOTES: RRUS LENGTH COUNT 1 ±200' -- -- -- 1 ±40' -- -- -- 1 ±40' -- -- -- 1 ±40' -- -- -- AWG - - - - - - - - - - - - - - - - 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 NOTE: PRIOR TO ORDERING ANTENNAS VERIFY CORRECT MODEL NUMBER WITH LATEST RFDS AND NOTIFY ENGINEER OF RECORD IMMEDIATELY IF DISCREPANCY IS FOUND EXISTING ANTENNA PLAN NOTE: 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. NEW ANTENNA PLAN ---------------------- 11 15 ' 15 11 '-8" 7'-70" 1 ' -1" 2'-9" 2 5'-7" 8 2'-3" 2'-3" 00 7'-7" 2'-3" 2'-1" 24"x36" SCALE: 1 /2" = 1 '-0" 1 '-0" 11"x17" SCALE: 1" 11 '-8" 7'-10" 4'-o" 2'-9" 8 2· L&f. N \L.f'-C~,~~~~•~,,L~'-"-"'~~~,~~."--"-~~>~~~~~;~~~~~,~~~~~~-------------~~,{~ 7'-7" IJ, 1 ~ 00 24"x36" SCALE: 1/2" 7 '-0" 11 "xl 7" SCALE: 1" = 1 '-0" s 4' ' 1 2 1387 CAI.LI! AVA!IIZA!llO SAN CLEMENTE CA 92673 (949) 391-8824 DRAWN BY: NS CHECKED BY: MM C 07/24/2019 B 07/17/2019 A 05/31/2019 REV DATE 100% CD'S FOR SUBMITTAL 95% CD'S FOR REVIEW 90% CD'S FOR REVIEW DESCRIPTION FESS/ t-.. WH. & . ~· : LU 505 •7/ . P\,l CI\J \ F C/l,; · _ DATE SIGNED: 07/24/2019 JJ JJ NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSEO PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ANTENNA LAYOUT SHEET NUMBER A-3 ---------------------- (E) BUILDING 5' -0" HIGH PARAPET WALL (E) T-MOBILE 5' -0" HIGH FRP SCREENING (E) PANEL ANTENNA BY OTHERS (E) T-MOBILE AIR32 ANTENNA TO BE RELOCATED ON SECTOR FRAME (1) PER SECTOR, (3) TOTAL (TYP.) (E) T-MOBILE PANEL ANTENNA TO BE REMOVED AND REPLACED; (1) PER SECTOR, (3) TOTAL (TYP.) (N) T-MOBILE 4'-0" PANEL ANTENNA TO BE ~6 INSTALLED ON (N) PIPE MOUNT, (1) PER SECTOR, 0 _ 1 D-i (3) TOTAL (TYP.) 0 0 0 0 0 0 0 (N) T-MOBILE MIMD ANTENNA TO BE INSTALLED ON ~ (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP.) ~ KEYNOTES: I I : ~ 6=i [§] -~ ~ ~ ,E==! IV /, ' EXISTING NORTH ELEVATION I§ [§] ~ ~ / /' NEW NORTH ELEVATION ' i ! ~ ' ~ ~ ~ ~ 2 0 I I 0 ' I "' I I ~ ' ' ' I ' = = ' ' [§] ~ ~ ~ ~ ~ ~ 2 1 I = = ' ' I : I ~ I§ ~ I~ 0 ~? "· ~ I I nn I I '_ Id l==d 1----11 LJ LJ LJ I I I I ~ u cc= i ; = i i i i ! ~ I =i ~ --I cc= I ~ I ~· § ~ 4 6 I I 7 --- ~ TOP OF EXISTING PANEL ANTENNA & E BUILDING PARAPET ±35' -0" A.G.L. __ _ RAD CENTER OF EXISTING T-MOBILE PANE_L ANTENNAS.-, 32'-6" A.~ 24"x36" SCALE: 3/32" = 1 '-0" 11"x17" SCALE: 3/16" = 1 '-0" TOP OF EXISTING ROOF DECK $ ±29' -5" A.G.L. GROUND LEVEL Q' -0" AGL TOP OF NEW T -MOBILE PANEL ANTENNA ±38 -0 A.G.L. TOP OF EXISTING PANEL ANTENNA & E BUILDING PARAPET 1 ~-±35' -0" A.G.L. RAD CENTER OF NEW & EXISTING T-MOBILE PANEL ANTENNAS .-, 32' -6" A.~ ~ ______________ T_O_P~O_F_E~X_IS~T_IN_,_G'=cR~O-,,O=F_D,_E"C7 K__,,o1'1r ±29'-5" A.G.L. '7 24"x36" SCALE: 3/32" = 1 '-0" 11"x17" SCALE: 3/16" = 1 '-0" GROUND LEVEL$ 0'-0" AGL 2 t "'' smar t! 1387 CAI.LI! A\fAIIIZAillCI SAAi CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: C 07/24/2019 100% CD'S FOR SUBMITTAL B 07/17/2019 95% CD'S FOR REVIEW A 05/31/2019 90% CD'S FOR REVIEW REV DATE DESCRIPTION DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EY ARE ACTING UNDER THE DIRECTION OF A LICENSE PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ELEVATIONS SHEET NUMBER A-4 0 0 0 0 0 0 0 0 (E) BUILDING 5'-0" HIGH PARAPET WALL (E) T-MOBILE EQUIPMENT ROOM LOCATED ON 3RD FLOOR OF (E) BUILDING (E) T-MOBILE 5' -0" HIGH FRP SCREENING (E) T-MOBILE GPS ANTENNA TO REMAIN; (1) TOTAL (E) T-MOBILE AIR32 ANTENNA TO BE RELOCATED ON SECTOR FRAME; (1) PER SECTOR, (3) TOTAL (TYP.) (E) T-MOBILE PANEL ANTENNA TO BE REMOVED AND REPLACED; (1) PER SECTOR, (3) TOTAL (TYP.) (N) T-MOBILE 4'-0" PANEL ANTENNA TO BE ~ INSTALLED ON (N) PIPE MOUNT, (1) PER SECTOR, 1 (3) TOTAL (TYP.) (N) T-MOBILE MIMO ANTENNA TO BE INSTALLED ON (1\2 (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP.) ~ KEYNOTES: EXISTING WEST ELEVATION NEW WEST ELEVATION 6 ----------- 3 0r0 I I ! I ' 0-0r0 I j I ~ ~ ~ ~- I~ ---------------------- 1 ~ ~ 7 ~i I ~ ."" ""' ' 1 i ~ ~ vi ~ I ' I"' I "" .~ i 4 ,.-------, I I I I TOP OF EXISTING PANEL ANTENNA & (E) BUILDING PARAPET ..J- ±35' -0" A.G.L. 'I" __ _ __ _ RAD CENTER OF EXISTING T-MOBILE PANEL ANTEN~ 32' -6" A.~ "~------------T_O_P_O_F_E_X_IS_T_IN_G=R~O~O=F~DE~C-K_,,t,...,_ ±29' -5" A.G.L. '-I' l ______ J---------0 I I 5 0 j II 4 GROUND LEVEL$ o·-o" AGL 24"x36" SCALE: 3/32" -1 '-0" 11"x17" SCALE: 3/16" -1'-o" o" 4' s' ~· i - TOP OF NEW T-MOBILE PANEL ANTENNA .J- ±38' -0" A.G.L --r- TOP OF EXISTING PANEL ANTENNA & (E) BUILDING PARAPET ..J- ±35' -0" A.G.L. 'I" 1 __ _ RAD CENTER OF NEW & EXISTING T-MOBILE PANEL ANTENNAS ~ 32'-6" A.~ 24"x36" SCALE: 3/32" -1' o" 11"x17" SCALE: 3/16" 1' o" TOP OF FXISTING ROOF DECK$ ±29' -5" A.G.L. GROUND LEVEL$ 0'-0" AGL s· -/-,. _ijj 16' ':!l 2 m "-•~-!la J.filll "-' 1387 CALI.II: AVANZ:A!:10 SAIi! CLEMENTE CA 92673 (949) 39Hl824 DRAWN BY: CHECKED BY: C 07/24/2019 100% CD'S FOR SUBMITTAL B 07/17/2019 95% CD'S FOR REVIEW A 05/31/2019 90% CD'S FOR REVIEW REV DATE DESCRIPTION DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ELEVATIONS SHEET NUMBER A-5 0 0 0 0 0 0 (E) BUILDING 5' -0" HIGH PARAPET WALL (E) T-MOBILE 5' -0" HIGH FRP SCREENING (E) T-MOBILE AIR32 ANTENNA TO BE RELOCATED ON SECTOR FRAME; (1) PER SECTOR, (3) TOTAL (TYP.) (E) T-MOBILE PANEL ANTENNA TO BE REMOVED AND REPLACED; (1) PER SECTOR, (3) TOTAL (TYP.) (N) T-MOBILE 4'-0" PANEL ANTENNA TO BE INSTALLED ~ ON (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP.) ~ (N) T-MOBILE MIMD ANTENNA TO BE INSTALLED ON ~ (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP.) ~ KEYNOTES: 4 4 I II I I I I i 0 I "' I 2 I I I I I I I ,_1 -++----,-----,--------,----,-----,---,------,----------,------y------,------,------,-------,--------,----,------,------,-----,------,---------,---------,----,----,------,------,-------,--------, J....-..rl-oh-1 ,I ' ull f ! , I I I ! I ~ s § 91 -~ ![LI I ' K ' :, ' i ' i EXISTING SOUTH ELEVATION ~ ' 0 I "' NEW SOUTH ELEVATION --------------- TOP OF EXISTING PANEL ANTENNA & (El BUILDING PARAPET .J-- ±35' -0" A.G.L. '-I" __ _ __ _ RAD CENTER OF EXISTING T-MOBILE PANEL ANTENNAS .1-, 32'-6" A.~ ~~-----------~TO~P~O~F~E~X~IS_TI_N~G_RO~O~F,...--eD~E~C_K_,.#).,._ ±29'-5" A.G.L. 'I" 24"x36" SCALE: 3/32" = 1 '-0" 11"x17" SCALE: 3/16" = 1 '-0" GROUND LEVEL$ 0'-0" AGL TOP OF NEW T-MOBILE PANEL ANTENNA ,J._ ±38 -0' A.G.l. '-I" TOP OF EXISTING PANEL ANTENNA & (El BUILDING PARAPET .J-- ±35' -0" A.G.L. '-I" 1 __ _ RAD CENTER OF NEW & EXISTING T-MOBILE PANEL ANTENN~ 32'-6" A.~ ~~-------------T~O_P_O~F~E~X_IS_T_IN7"G=R_070~F,D,Ea--C-;-K-l#'._.. ±29' -5" A.G.L. 'I" 24"x36" SCALE: 3/32" -1' o" 11"x77" SCALE: 3/16" 1' o" GROUND LEVEL$ 0'-0" AGL s· ft( jj 2 ii!l 13$7 CAI.LE AVANZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: C 07/24/2019 100% CD'S FOR SUBMITTAL B 07/17/2019 95% CD'S FOR REVIEW A 05/31/2019 90% CD'S FOR REVIEW REV DATE DESCRIPTION DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VIOLATION OF I.AW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ELEVATIONS SHEET NUMBER A-6 0 (E) BUILDING 5'-0" HIGH PARAPET WALL NOTE: 1. NO ANTENNA INSTALLED ON THIS ELEVATION KEYNOTES: I I ' EXISTING EAST ELEVATION NEW EAST ELEVATION 0 I ' ' ' ' 1 ' : I ----, I I -- . i _/ ~ TOP OF EXISTING BUILDING PARAPET$ ±35' -0'' A.G.L. 24"x36" SCALE: 3/32" = 7 '-0" 11 "x 1 7" SCALE: 3/ 1 6" = 7 '-0" GROUND LEVEL $ 0'-0" AGL TOP OF EXISTING BUILDING PARAPET$ ±35' -0" A.G.L. 1 ~~ ___________ T_O_P_O_F_E_X_IS_T_IN~G~RO_O=F~D~EC~K--!"W-.-, -±29' -5" A.G.L. "!" 24"x36" SCALE: 3/32" = 1 '-0" 11"x77" SCALE: 3/76" = 1'-0" GROUND LEVEL$ o'-o" AGL 16' ~ 2 ~ ~ jij .... 13117 CAI.LE AVANZADO SAN CLEMENTI: CA 92673 {949) 391-6824 DRAWN BY: CHECKED BY: NS MM C 0712412019 100% CD'S FOR SUBMITTAL JJ B 07/1712019 95% CD'S FOR REVIEW JJ A 05131/2019 90% CD'S FOR REVIEW NS REV DATE DESCRIPTION BY DATE SIGNED: 0712412019 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 'HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ELEVATIONS SHEET NUMBER A-7 MANUFACTURER: ERICSSON MODEL NO.: RRUS 4449 871 +812 DIMENSIONS: TOTAL WEIGHT: A 15" :0 RRU UNIT--------,! 0 0 b 00 0 0 00 u B 13.2" C 9.3" I <C 70 LBS (31.7 kg) C SIDE VIEW MFR'S S MOUNT! IT TANDARD NG BRACKETS ERICSSON RRUS 4449 B71 + B12 TOP VIEW VALMONT #ACP10K PIPE -- TO PIPE CLAMP SET (OR APPROVED EQUIVALENT) (E) 2" 0 ANTENNA--~ MOUNTING PIPE ANTENNA MOUNTING KIT --/ (E) 3"0 ANTENNA ---._ MOUNTING PIPE (N) PIPE TO PIPE MOUNT (E) FRP SCREEN (E) FRP SUPPORT STRUCTURE +---------------□ BOTTOM VIEW B ,111111111111111111111111 I 111111111111111111111 I 1!111111111111111111111!1 lliiillllli!iiiiiiiii <( 1111111111111111111111111 iiliiillliliiiliiiiiiil I I FRONT VIEW 24"x36" SCALE: NTS 11"x17" SCALE: NTS PANEL ANTENNA 24"'x36" SCALE: NTS 11"x17" SCALE: NTS PIPE MOUNT AND ANTENNA MOUNTING HARDWARE PER ffi 7 8 (N) 4X4X1/4 STEEL ANGLE TO REPLACE EXISTING FRP ANGLE (TYP.) (N) ANTENNA PER PLAN (E) U-BOLT (TYP.) SECTOR FRAME MODIFICATION DETAIL 24"x36" SCALE: NTS 11"x17" SCALE: NTS 9 CROSS-SECTION I 0.217 [5.50] 12 CHANNEL FIBER DIST. QTY.:3 B058-M12-XXXF HYBRIFLEX RRH FIBER ONLY CABLING SOLUTION. OX18. RISER. 5/8". MULTI-MODE FIBER FIBER CABLE OUTER CONDUCTOR ARMOR: CORRUGATED ALUMINUM [18.5 MM (0.73 IN)] JACKET: FLAME RETARDANT, UV-RESISTANT [21.4MM (0.84 IN)] WEIGHT: [0.36 KG/M (0.242 LB/FT)] MINIMUM BENDING RADIUS, SINGLE BENDING: [9D MM ( 4 IN)] MINIMUM BENDING RADIUS, REPEATED BENDING: [254 MM (10 IN)] RECOMMENDED/MAXIMUM CLAMP SPACING: [1.0/1.2 M (3.25/4.0 FT)] DC-RESISTANCE OUTER CONDUCTOR ARMOR: [1.970/KM (0.60/1000FT)] VERSION: MULTI-MODE BEND TOLERANT FIBER-12 CHANNEL CABLE QUANTITY, FIBER COUNT: 18 PAIRS (9 MAIN, 9 SPARES) CORE/CLAD (50/125 µM) PRIMARY COATING (ACRYLATE) (250 µM) MINIMUM BENDING RADIUS (INSTALLATION): [114.3MM (4.51N)] INSERTION LOSS @ WAVELENGTH 80NM: (3.0 dB/KM) INSERTION LOSS @ WAVELENGTH 1310NM: (1.0 DB/KM) INSTALLATION TEMPERATURE: (-20 TO +65"C OPERATION TEMPERATURE: (-40 TO +65"C STORAGE TEMPERATURE: (-40 TO + 70"C STANDARDS: MEETS OR EXCEEDS -UL1569 TYPE MC UL LISTED (-40 TO (-40 TO (-40 TO 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS * INSTALL INSIDE NEW RACK/CABINET. + 149"F)] + 149"F)] + 158"F)] 4 MANUFACTURER: MODEL NO.: DIMENSIONS (HxWxD): ERICSSON 6630 STAND-ALONE BASEBAND 2"x 19"x 13" • INSTALLATION INTO EXISTING CABINET OR RACK REQUIRES NO SPECIAL INSPECTIONS. WEIGHT: 10 LBS 6630 BASEBAND UNIT ~ I • • E ol lo o 7 lo= o= °= °= 9---, rn D Ul o=J c:::::J I I I I I I !~ C Lil I BB 6630 UNIT MANUFACTURER: COMMSCOPE MODEL NO.: FFHH-65A-R3 DIMENSIONS: CONNECTOR TYPE: A 48.2" AISG B 25.2" CONNECTOR LOCATION: C 9.3" BOTTOM NOTE: PRIOR TO ORDERING ANTENNAS VERIFY CORRECT MODEL NUMBER WITH LA TEST RFDS AND NOTIFY ENGINEER OF RECORD IMMEDIATELY IF DISCREPANCY IS FOUND [ ] TOP VIEW . TOTAL WEIGHT 72.8 INSTALL TO STANDARD FIF RACK/CABINET WITH FIF RACK BRACKET AND (4) 10-32 THREAD SCREWS, (2) PER SIDE. I ' o= o=·a"= o 0 0 o= o= o 0 11l8I IBBBlogrg 0 I I I I I I I I I I I : 0 . . FRONT VIEW B ' _l ,____---, FRONT VIEW 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS C I SIDE VIEW (N) COMMSCOPE FFHH-65A-R3 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 5 6 MANUFACTURER: ERICSSON MODEL NO.: AIR3246 DIMENSIONS: HEIGHT 1 TOTAL WEIGHT: 58" : WIDTH 1 15.7" DEPTH i 178.57 LBS 9.3" NOTE: PRIOR TO ORDERING ANTENNAS VERIFY CORRECT MODEL NUMBER WITH LATEST RFDS AND NOTIFY ENGINEER OF RECORD IMMEDIATELY IF DISCREPANCY IS FOUND 1 FRONT OF ANTENNA Cl Ira [('SJ 0 HNO i -~JI ''Ill 111111 1 I II IC" w BOTTOM VIEW w D I ~ ~ ,,_ FRONT VIEW SIDE VIEW ERICSSON AIR 3246 B66 (OCTO) 24"x36" SCALE: NTS 11"x17" SCALE: NTS NEW ANTENNA MOUNTING PIPE (TYP) MAST MOUNT BRACKET (ALCATEL-LUCENT #849073713), (2) PER RRH MAIN SUPPORT ------:,~;:;:: BRACKET RRH PER----__J PLAN ( N) 1 / 2" 0 A3 0 7 -----1-----,----f'::J:~. i.-1 U-BOLT AND NUTS BRACKET SUPPLIED W / ANTENNA (TYP) ANTENNA MOUNTING DETAIL MANUFACTURER: ERICSSON MODEL NO.: UTDC1 B_500M OUTER DIAMETER (NOMINAL): .68" OUTER DIAMETER (MIN): .64" OUTER DIAMETER (MAX): .74" OPERATING VOLTAGE: 48VDC MAX RATED VOLTAGE: 0.6 kV RMS RESISTANCE: 0.40 ntkfl CURRENT RATING: 75A NOMINAL CABLE WEIGHT: .351 LBS/FT MIN BENDING RADIUS: 10X CABLE0 COPPER BRAID (N) MOUNTING BRACKET SUPPLIED W / ANTENNA (TYP) j /ANTENNA, V PER PLAN 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS PVC SHEATH PVC-NYLON INSULATION COPPER CONDUCTOR INNER COVERING, POLYESTER TAPE NON-HYGROSCOPIC DUMMY CORES AS NEEDED CROSS SECTION 6AWG DC PAIR CABLE 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 1 2 3 M SQ~l~~(:' ·/i'?""~\:e,.,.:...,,--~- 'I 3117 CAI.LE A\IA!IIZADO SAN CLEMENTE CA 92673 (949) 391~824 DRAWN BY: CHECKED BY: C 07/24/2019 B 07/17/2019 A 05/31/2019 REV DATE ,, 100% CD'S FOR SUBMITTAL 95% CD'S FOR REVIEW 90% CD'S FOR REVIEW DESCRIPTION 'FESS/ P.,. l¥H, 50~-~·. .. DATE SIGNED: 07124/2019 NS MM JJ JJ NS BY IT IS A VlOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE DETAILS SHEET NUMBER D-1 Tl'PE SS Tl'PE TA Tl'PE VB Tl'PE XA TYPE GT TYPE GL LUG Tl'PE PG Tl'PE LJ Tl'PE HA TYPE RR TYPICAL CADWELD TYPES NOT USED NOT USED Tl'PE PH Tl'PE GR Tl'PE NC Tl'PE PC Tl'PE VS Tl'PE 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 ?X1/RX2~ COAX JUMPER REQUIRED PER MANUFACTURER'S RECOMMENDATION OR FOR EASE OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT, Tl'P. 2 AWG TINNED, SOLID COPPER CONDUCTOR EXOTHERMIC t r - ' ' ' ' ' ' ' ' L - TO TRANSMIT ANTENNA l •• ✓-/·· ! __../; STANDARD GROUNDING KIT, TYP. (SEE NOTE 7 ON SHEET G-2) ANTENNA CABLE TO BTS, TYP. 6 AWG STRANDED COPPER CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION GROUNDING BAR, ANDREW PART # UGBKIT-O424-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-~- ~_JJ ---~-- GROUNDING BAR CONNECTION NOTES: 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 4 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. ANTENNA (TYP.), NUMBER OF - ANTENNAS REPRESENTED IN 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER THIS DETAIL ARE FOR SHOWING CLARITY OF GROUND SYSTEM REQUIREMENTS ONLY. 1/2" COAX JUMPER -------1 NEW RRU PER --~- PLAN (TYP) ANTENNA GROUND BAR -------l•:';l":l"''"'''• #2AWG GREEN STRANDED -------i CONDUCTOR ANTENNA GROUNDING PLAN COAX GROUNDING KITS Tl'PICAL (6) MTC 976715 -15' MTC 976720 20' TWO HOLE LONG BARREL COMPRESSION LUGS ----- 0 0 0 0 0 0 0 0 MIN. #6 AWG STRANDED (GREEN JACKET) COPPER GROUND WIRE (BONDED TO GROUND BAR, TYP.) TOWER GROUND BAR 00000 ., •••• O O O 000000 0000¢0 "'0 ••••••••••••••• •••••••• 000000 #2 AWG BARE COPPER GROUND CONDUCTOR TO MASTER GROUND BAR 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS -..___ 3" FLEXIBLE CONDUIT -..___ 3" SCHED. 40 PVC 5 4 1---~ Q) \:. l! 7/16" W , 2" ~ o 0 2 3/4" o o---r O 0 0 0 3 1--~ LEGEND: 1. COPPER GROUND BAR, 1/4"X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. B-6142 OR 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 BE 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 1 7" SCALE: NTS T&B CO. "C-TAP", CAT. #54730, CRIMP TYPE PARALLED TAP OR EQUIVALENT \_'""''" SHORTEST OF BOND TO TURN TO DISTANCE TO MGB #6 AWG GREEN INSULATED STRANDED COPPER WIRE (UNIT BOND) GROUNDING WIRE CONNECTION 24"x36" SCALE: NTS 11"x17" SCALE: NTS GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER SEE DETAIL 3 -~ I ©\©]©© ©©@©© *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO WATER #6 AWG FROM ANTENNA CABLE GROUND KIT fl I . I ------------GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE TANK WATER MAIN OR GROUND RING-----~ 1 2 smartii MS 'i 3117 CAI.LE AVJ1d\lZADO SAN CLEMENTE CA 92673 {949) 391-6824 DRAWN BY: CHECKED BY: C 07/24/2019 100% CD'S FOR SUBMITTAL B 07/17/2019 95% CD'S FOR REVIEW A 05/31/2019 90% CD'S FOR REVIEW REV DATE DESCRIPTION DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VlOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE GROUNDING DETAILS o o SHEET NUMBER 00 COAX GROUND KIT 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 6 * -GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. WIRE TO GROUND BAR CONNECTION 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS G-1 3 CABLE LINE DIAGRAM DocuSig11 Envelope 10: OC1F7FFF-OFCF-4F57-A343-C532955A631'1 ,.,..,J2436A M-MlMO 4.1 .2019·06·13 ...,,i ivr&..v IJ --- Notes: •;tS-~.' ,.,,;,; ,,..,._,,_ ~,,.,, """ --.,,, ,,,.,,,.-... ~ ,.,, ~.,., ....... ,...,._,. ... :-,,,_, .. ,,,,., ~ Mustafa Ajmal RF Manager rfcis .eng. t-mobile.comJDataSheetf Pri,ntout/11855197 Section 3 ~ proposed TE!mplate _ Images DA02436A.jpg 6/13/2019 2/13 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 1 smartli M SQU,~~(l .,.'1/.,,..,,,,,,,=..,_,,,,,,. 13117 CAI.LI! AVAI\IZADO SAN CI.EI/IENTE CA 92673 (949) 391~24 DRAWN BY: CHECKED BY: C 07/24/2019 100% CD'S FOR SUBMITTAL B 07/17/2019 95% CD'S FOR REVIEW A 05/31/2019 90% CD'S FOR REVIEW REV DATE DESCRIPTION 1,=ESS/ -_ p... WFt. ·'"' . 7; . . ' ·CPJ\ F C/l-: . DATE SIGNED: 07/24/2019 NS MM JJ JJ NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. L600 MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE CABLE LINE DIAGRAM SHEET NUMBER RF-1