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HomeMy WebLinkAboutCD 2020-0011; BRESSI RANCH SELF-STORAGE FACILITY T-MOBILE SD02436A; Consistency DeterminationSITE INFORMATIO"I 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: TRI REIT OPERATING PARTNERSHP LP DBA CARLSBAD SELF STORAGE INVESTORS LLC 242 TRUBMULL ST, 4TH FLOOR HARTFORD, CT 06103-1212 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 AVANZ\DO SAN CLEMENTE, CJ\ 92673 CONTACT: MICHAE. MONTELLO PHONE: (619) 997-41)12 EMAIL: michael@msquaredwiretess.com SITE ACQUISITION: SMARTLINK 3300 IRVINE AVE, 31)0 CONTACT:STEVENJOHNSON PHONE: (562) 477-8715 ANCHOR MODIFICATION T-MOBILE SITE ID: SD02436A BRESSI NCH STO 2500 CAMPBELL PLACE CARLSBAD, CA 92009 VICINITY MAP Staples O Starbucks G' un1}' of Sar. Di:egc imal Services. s by orth ... Lowe'SHome b11pro·vement Ei '." ti! fo l'c"\i. ,;':;:,1,,/.:.¢,~ 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 1-5/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 ~ c:!)Hol C ~ PROJECT DESCRIPTION T-MOBILE PROPOSES TO MODIFY AN EXISTING WIRELESS INSTALLATION. THE SCOPE WILL CONSIST OF THE FOLLOWING: • REMOVE EXISTING T-MOBILE DECOMMISSIONED CABINET@ EQUIPMENT LEVEL • REMOVE (3) EXISTING T-MOBILE TMA'S • RELOCATE (3) EXISTING T-MOBILE 4'-0" PANEL ANTENNAS • RELOCATE (2) EXISTING T-MOBILE 4'-8" PANEL ANTENNAS • RELOCATE (2) EXISTING T-MOBILE 4'-10" PANEL ANTENNAS • INSTALL (3) NEWT-MOBILE 2'-9" PANEL ANTENNA • INSTALL (4) NEWT-MOBILE RRU 4415 B25@ANTENNA LEVEL • INSTALL (3) NEWT-MOBILE 3' FRP SCREEN EXTENSIONS @ANTENNA LEVEL • INSTALL (1) NEWT-MOBILE 6230 UNITS IN (N) DATA RACK@ EQUIPMENT LEVEL • INSTALL (1) NEWT-MOBILE 6630 UNITS IN (N) DATA RACK@ EQUIPMENT LEVEL • INSTALL (1) NEWT-MOBILE 6648 UNITS IN (N) DATA RACK@ EQUIPMENT LEVEL • INSTALL (2) NEWT-MOBILE VOLTAGE BOOSTERS PSU 4813@ EQUIPMENT LEVEL • INSTALL (3) NEWT-MOBILE HCS FOR ANCHOR PER SECTOR • INSTALL (1) NEWT-MOBILE IXRE ROUTER • NO POWER UPGRADE IS REQUIRED 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. • 2019 BUILDING CODE • CITY/COUNTY ORDINANCES • BUILDING OFFICIALS & CODE ADMINISTRATORS (BOCA) • 2019 MECHANICAL CODE • 2019 FIRE CODE • 2019 PLUMBING CODE • 2019 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 Working Days Before You Dig UNDERGROUND SERVICE ALERT OF SOUlHERN CALIFORNIA CONSTRUCTION DRAWING IF USING 11"X17" PLOT, DRAWINGS WILL SE 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 S-1 STRUCTURAL DETAILS 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: smartiink MS 1381 CAI.LE AVAI\IZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: C 07/21/2020 100% CD'S FOR SUBMITTAL B 07/15/2020 100% CD'S FOR REVIEW A 06/15/2020 90% CD'S FOR REVIEW REV DATE DESCRIPTION .!' ·: : () '1?0 C ;o i?!.J.._ ....• ,., .ON JJV MM yp yp JJV BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ~HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TD ALTER THIS DOCUMENT. ANCHOR MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL CONSTRUCTION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR -GENERAL CONTRACTOR SUBCONTRACTOR -CONTRACTOR (CONSTRUCTIOli) 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 DISCRcPANCIES 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 CONT ~CTOR 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 I~ CLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALI.ATIONS 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 F NISH 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 EQUIPIAENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTAI.LED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPl~OVAL 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 AFFECllED 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 MAI-JNER 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 LO:ATING 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 SUBCONTRACTOH 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, fl.ND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTIO~ 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 CRicW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, DJ 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, ~S 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 CONSTRUCTIO~, 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 SMOOTii 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-BUil T 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 FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENAN•:E 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 SH~LL 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 FOF: OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OB""AIN 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 EIIGINEER 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 COAXIAL CABLE INSTALLATIONS TO FOLLOW Ml,NUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 41. NO NOISE, SMOKE, DUST, OR VIBRATIONS WILL RESULT FROM THIS FACILITY. (DISREGARD THIS NOTE IF THIS SITE HAS A GENERA TOR) 42. NO ADDITIONAL PARKING TO BE PROPOSED. (E) ACCESS AND PARKING TO REMAIN, UNLESS NOTED OTHERWISE. 43. NO LANDSCAPING 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 LABO RA TORIES B. NEC -NATIONAL ELECTRICAL CODE C. NEMA -NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -OCCUPATIONAL SAFETY AND HEAL TH 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 SUBMITTAL$ 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-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 REGULA TORY 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 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 (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 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 TIMELY 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 smartlink M SQ~C\~ss~ 13117 CAI.LE AYANZA!IO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: JJV MM C 07/21/2020 100% CD'S FOR SUBMITTAL YP B 07/15/2020 100% CD'S FOR REVIEW yp A 06/15/2020 90% CD'S FOR REVIEW JJV REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ANCHOR MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 0 (El BUILDING, TYP. 0 (E) PARKING LOT, TYP. 0 (E) OPEN AREA, TYP. 0 FOR ENLARGED SITE PLAN SEE: ffi 0 (E) T-MOBILE ANTENNA AREA@ A-3 0 (E) T-MOBILE EQUIPMENT ROOM@ ON 3RD FLOOR (BELOW) A-2 KEYNOTES: --------------------- -------------------------/ ----- r I I \ I \ r I I L_ __ 0 (E) BUILDING ROOFTOP, TYP. 0 (E) TREE, TYP. ---------------- --------- --------------------------------------------------.-- --------------------------------------- ----- I I ---- : -____j ---~---·-5 ------ ---\ --\ L------I \ I \ \ \ I \ \ \ \ I \ \ \ \ I I I \ \ ,.J ~ I \ ~ \ L, \ I I I I \ I I I I I I I I _ _.J \ ----------\ ...-:.------ CAMPBELL PL -------------------- ---- -------------------PROPERTYLINE (±454.64') I \ \ \ I \ I \ NOTES: ' \ I \ I \ \ \ I \ \ 1. THE WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMEN[1MENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. 2. NO EXISTING PARKING STALLS ARE BEING ADDED OR REMO'✓ED 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 I I ---------~ \ 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" = 50'-o" 120· -0" 30' ,. \ \ \ I \ I \ \ \ \ 120' ™1 1 (// I I I I ♦------~ I c= ::i: I .,------~ I I I ./ I I I I I I I I I I I I I I I I I I \ \_\_ \ ENLARGED SITE PLAN I I I / I / I I 1, : /' I ' ': / .. !·.·.•.' ' I . / I / / I □ ' . ' '• ': ' ' ·····-I [QJ I APN: 213-261-05-DD I 6 ♦------♦ 24"x36" SCALE: 1/16" = 1'-0" 11"x17" SCALE: 1/8" = 1'-o" ----------- s· .. if 2 smartlink 1367' CAI.LE AVAl\!ZA!lO SAN CLEMENTE CA 92673 (949) 391-$24 DRAWN BY: CHECKED BY: C 07121/2020 100% CD'S FOR SUBMITTAL B 07/15/2020 100% CD'S FOR REVIEW A 06/15/2020 90% CD'S FOR REVIEW REV DATE DESCRIPTION JJV MM yp yp JJV BY rr IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ~HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ANCHOR 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 <3> 0 <3> 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 POWER PLANT/BATTERY RACK (E) T-MOBILE 19" RACK W/ ROUTER & ALMEING (E) T-MOBILE ELECTRICAL PANEL (E) T-MOBILE DISCONNECT SWITCH (E) T-MOBILE ELECTRICAL TRANSFORMER (E) T-MOBILE AC UNIT; (2) TOTAL (E) CROWN CASTLE SMALL CELL RACK (E) T -MOBILE TELCO BACKBOARD (E) T -MOBILE CIENA BOX MOUNTED TO (E) BACKBOARD (E) T-MOBILE THERMOSTAT (E) T-MOBILE 6201 EQUIPMENT CABINET; (2) TOTAL (E) T -MOBILE CABLE ENTRY PORT (ABOVE ON CEILING) (E) T-MOBILE SPD TO REMAIN; (3) TOTAL (E) T-MOBILE RRU TO REMAIN; (3) TOTAL (N) T-MOBILE 19" DATA RACK WITH; (N) ~· 4,IJ\ (1) 6630, (1) 6230 POWER & (1) 6648 D-l D-l ; & ( 1) PSU 4813 MOUNTED WITHIN Y (N) T-MOBILE PUS 4813 INSTALLED WITHIN (E) CABINET; (1) TOTAL (N) T-MOBILE 6x12 HCS 4AWG CABLE ro0 FOLLOW (E) CABLE ROUTE; (3) TOTAL ® KEYNOTES: 11 ,_ _ _./ EXISTING EQUIPMENT LAYOUT 1 11 .,_ _ _.,,, NEW EQUIPMENT LAYOUT 0 9 ' 0 0 IJ L 0 - ,,------<_ 12 ~----< 13 5 9 0 ,,-----< 12 ,,-----< 13 18 )---\,,-./ ±14'-7" (E) T-MOBILE LEASE AREA 2 10 •• '----r---.•1 oO --~--0 17 ± 14' -7" 0 0 0 0 (E) T-MOBILE LEASE AREA 2 0 10 0 0 0 0 9 14 17 0 ' ' ·-----·-·-~--·- ±9'-5" (E) T-MOBILE LEASE AREA 9 19 17 17 ±9'-5" (E) T-MOBILE LEASE AREA 3 3 --+--+------( 16 L...J-+------< 16 0 0 0 8 7 6 --------( 14 0 0 0 ' '.--------[---· ---_,_.-_ ;-+~+------< I " 4 ~=.,,' -!~=-t , , ,-lt<, ~ ~-ei•r,:~ .. ~· -~·~-•u-~-~ 15 I,_ ;: , r,.-<1,.,:,,-,-; . . ., I C i: --~-),~-L~ <.:..._'._.,.:· ' 1: ~-,.,] ~----· : ~ :; C• i O C , /r G- <lC w 0:: <lC w (11 <lC w N _J I w m _J -t; OJ 0 2 I f--- ~ w ~ 24"x36" SCALE, 3/ 4" = 11"x17" SCALE: 1"-1/2" = ~+---< 16 -~----< 16 8 7 f---+-----< 6 0 ---+-----< 14 0 0 0 ,,---++-----,COJ-+--+----< 20 0 L----"--' <lC w 0:: <lC w (11 <lC w N _J I w m _J -t; ai 0 2 I f--- ~ w ~ 1 '-0" 1 '-0" 24"x36" SCALE: 3/4" = 1 '-0" 11 "x 1 7" SCALE: 1 "-1 /2" = 1 '-0" o" s" 1 2 @smartlink MS 1387 CAI.LE AVANZADO SAN CLEMENTE CA 92673 {949) 391-6824 DRAWN BY: CHECKED BY: C 07/21/2020 100% CD'S FOR SUBMITTAL B 07/15/2020 100% CD'S FOR REVIEW A 06/15/2020 90% CD'S FOR REVIEW REV DATE DESCRIPTION JJV MM YP yp JJV 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. ANCHOR 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 POSITION COUNT <{ 1 L700, L600, N600, U1900, L1900 1 COMMSCOPE FFHH-65A-R3 (OCTO) Cl'. 2 L2500, N2500 1 ERICSSON AIR3246 866A (MIMO) 0 t3 3 L2100 w 1 ERICSSON A R32 866A_B2A (OCTO) U) 4 L 1900, G 1900 1 - "' 1 --- Cl'. 2 ---0 ,_ ll 3 ---w U) 4 -- ll 1 L1900, G7900 1 COMMSCOPE FFHH-65A-R3 (OCTO) Cl'. 2 L2700 1 ERICSSON AIR3246 B66A (MIMO) 0 ,_ L2500, N2500 ll 3 w 1 ERICSSON A R32 B66A_B2A (OCTO) U) 4 L700, L600, N600, U1900, L1900 1 - 0 1 L1900, G1900 1 COMMSCOPE FFHH-65A-R3 (OCTO) Cl'. 2 L2100 1 ERICSSON AIR3246 B66A (MIMD) 0 ,_ ll 3 w L2500, N2500 1 ERICSSON A R32 B66A_B2A (OCTO) U) 4 L700, L600, N600, U1900, L1900 1 - >< REMOTE RADIO UNITS DC CABLES ANTENNA RRUS MAKE AND MODEL RRUS LENGTH AWG POSITION COUNT 1 (E) ERICSSON RRUS 4449 B71 2 ±200' - <{ + B85, (N) RRU4415 B25 Cl'. 2 ---0 -,_ 3 ll ----w U) 4 ---- "' 1 ---- Cl'. 2 --0 --,_ ll 3 ----w U) 4 ---- ll 1 ---- Cl'. 2 ---0 -,_ ll 3 ----w U) (E) ERICSSON RRUS 4449 B71 4 + B85, (N) RRU4415 B25 2 ±40' - ll 1 ---- Cl'. 2 ---0 -,_ ll 3 ----w U) (E) ERICSSON RRUS 4449 B71 4 + B85, (N) 2 ±40' -RRU4415 825 ANTENNA & EQUIPMENT SCHEDULE 0 0 0 0 0 0 0 0 0 0 0 0 <3> 0 0 0 (E) BUILDING 5'-0" HIGH PARAPET WALL (TYP.) (E) T-MOBILE GPS ANTENNA TO REMAIN; (1) lOTAL (E) T-MOBILE TMA'S TO BE REMOVED; (1) PER SECTOR, (3) TOTAL (E) T-MOBILE ROOF MOUNTED CABLE TRAY (TYP.) (E) T-MOBILE 5' -0" HIGH FRP SCREENING (TYP.) (E) T-MOBILE SECTOR FRAME TO BE MODIFIED; (1) PER SECTOR, (3) TOTAL (TYP.) (E) PANEL ANTENNA BY OTHERS (TYP.) (E) T-MOBILE 4'-8" PANEL ANTENNA TO REMAIN, SECTOR "A"; (1) TOTAL (E) T-MOBILE 4'-10" PANEL ANTENNA TO REMAIN, SECTOR ''A"; (1) TOTAL (E) T-MOBILE 4'-0" PANEL ANTENNA TO BE RELOCATED, SECTOR "A"; (1) TOTAL (E) T-MOBILE 4' -8" PANEL ANTENNA TO BE RELOCATED; SECTORS "C" & "D"; (2) TOTAL (E) T-MOBILE 4' -1 O" PANEL ANTENNA TO BE RELOCATED; SECTORS "C" & "D"; (2) TOTAL (E) T-MOBILE 4' -0" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & "D"; (2) TOTAL (E) T-MOBILE RRUS 4449 B71 +B85 MOUNTED TO (E) PIPE MOUNT TO REMAIN; (1) PER SECTOR, (3) TOTfoL (E) BUILDING MECHANICAL EQUIPMENT ON ROOFTOP (TYP.) (E) T-MOBILE ROOF MOUNTED DOG HOUSE TO BE MODIFIED TO FIT NEW SECTOR FRAME KEYNOTES: 0 0 0 0 0 0 0 0 FINAL (E) COMMSCOPE FFHH-65A-R3 (OCTO) (N) ERICSSON AIR6649 841 (MIMO) (E) ERICSSON AIR3246 B66A (MIMO) (E) ERICSSON AIR32 B66A_B2A (OCTO) - - - - (E) ERICSSON AIR32 B66A_B2A (OCTO) (E) ERICSSON AIR3246 B66A (MIMO) (N) ERICSSON AIR6649 B41 (MIMO) (E) COMMSCOPE FFHH-65A-R3 (OCTO) (E) ERICSSON AIR32 B66A_B2A (OCTO) (E) ERICSSON AIR3246 B66A (MIMO) (N) ERICSSON AIR6649 B41 (MIMO) (E) COMMSCOPE FFHH-65A-R3 (OCTO) (E) RELOCATED T-MOBILE 4'-0" PANEL ANTENNA, SECTOR "A"; (1) TOTAL EXISTING 32'-6" 32'-6" 32'-6" - - - - - 32'-6" 32'-6" 32'-6" - 32'-6" 32'-6" 32'-6" - (E) RELOCATED T-MOBILE 4' -8" PANEL ANTENNAS; SECTORS "c'' & "D"; (2) TOTAL (E) T-MOBILE 4' -1 O" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & "D"; (2) TOTAL (E) T-MOBILE 4' -0" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & "D"; (2) TOTAL (E) T-MOBILE MODIFIED SECTOR FRAME@ FINAL EXISTING FINAL CABLE FEEDER TYPE LENGTH 32'-6" 340" 340" ±200' (E) HCS 32'-6" 340' 340' ±200' (N) FIBER 32'-6" 340' 340" ±200' (E) HCS 32'-6" -340' ±200' (E) HCS ----- ----- ----- ----- 32'-6" 150' 150" ±40' (E) HCS 32'-6" 150" 150' ±40' (E) HCS 32'-6" 150' 150' ±40' (N) FIBER 32'-6" -150" ±40' (E) HCS 32'-6" 205' 205' ±40' (E) HCS 32'-6" 205' 205' ±40' (E) HCS 32'-6" 205' 205" ±40' (N) FIBER 32'-6" -I 205' ±40' (E) HCS ' NOTES TO CONTRACTOR: 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 NOTE: PRIOR TO ORDERING ANTENNAS VERIFY CORRECT MODEL NUMBER WITH LATEST RFDS AND NOTIFY ENGINEER OF RECORD IMMEDIATELY IF DISCREPANCY IS FOUND (N) T-MOBILE 2'-9" PANEL ANTENNA MOUNTED ON @ (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP.) ~ (N) T-MOBILE RRU 4415 B25 MOUNTED ON (N) ~ PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP,) ~ (N) T-MOBILE FRP EXTENSION, ( 1) PER SECTOR, (3) TOTAL (TYP.) 1 12>----~ \ \ \ \ 5 >--~ \ \ \ \ \ \ 13 >----.)( 6 >-----r'--" EXISTING ANTENNA PLAN 23 >------~ 23 5 ">---✓ 21 >----/' NEW ANTENNA PLAN 9 10 \ l 0 21 I I 5 6 8 ;\ ,,,,,,,,, ./'-t--.r-------------~----'--.L_---1 3 14 3 11 12 ±6' -1 O' (E) FRP 5 23 \ \ y 2 ±1'-9" ±1'-4" i 16 6 15 0 I ' i 0 24"x36" SCALE: 3/8" = 1 '-0" 11 "x 1 7" SCALE: 3/ 4" 1 '-0" 0 I 16 18 2 15 6" MIN TYP. I ' 0, 22 ±6'-10" (E) FRP 0 l I 19 0 ±3'-o" 0 (N) FRP 24"x36" SCALE: 3/8" 11"x17" SCALE: 3/4" 1 '-0" 1 '-0" 0 15 0 ~ i N $: $al 7 15 0 1 2 smartlink M SQYif\~ss 13117 CA!..I.E AVANZADO SAN CLEMENTE CA 92673 (949) 391-61324 DRAWN BY: CHECKED BY: C 07/21/2020 100% CD'S FOR SUBMITTAL B 07/15/2020 100% CD'S FOR REVIEW A 06/15/2020 90% CD'S FOR REVIEW REV DATE DESCRIPTION JJV MM YP yp JJV 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. ANCHOR MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ANTENNA LAYOUT SHEET NUMBER A-3 0 (E) BUILDING 0 (E) T-MOBILE EQUIPMENT ROOM LOCATED ON 3RD FLOOR OF (E) BUILDING 0 (E) T-MOBILE 5' -0" HIGH FRP SCREENING 0 (E) T-MOBILE GPS ANTENNA TO REMAIN; ( 1) TOTAL 0 (E) T-MOBILE 4' -8" PANEL ANTENNA TO REMAIN, SECTOR "A"; (1) TOTAL 0 (E) T -MOBILE 4' -1 O" PANEL ANTENNA TO REMAIN, SECTOR "A"; ( 1) TOTAL 0 (E) T-MOBILE 4' -0" PANEL ANTENNA TO BE RELOCATED, SECTOR "A"; (1) TOTAL 0 (E) T -MOBILE 4' -8" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & "D"; (2) TOTAL KEYNOTES: EXISTING WEST ELEVATION NEW WEST ELEVATION 0 0 0 0 0 0 0 0 (E) T-MOBILE 4'-10" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & "D"; (2) TOTAL (E) T-MOBILE 4' -0" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & ''o''; (2) TOTAL (E) RELOCATED T-MOBILE 4' -0" PANEL ANTENNA, SECTOR "A"; (1) TOTAL (E) RELOCATED T-MOBILE 4' -8" PANEL ANTENNAS; SECTORS "c" & "D"; (2) TOTAL (E) T-MOBILE 4' -10" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & "D"; (2) TOTAL (E) T -MOBILE 4' -0" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & "D"; (2) TOTAL (N) T-MOBILE 2'-9" PANEL ANTENNA MOUNTED ON ~ (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (lYP.) ® (N) T-MOBILE FRP EXTENSION, (1) PER SECTOR, (3) TOTAL (lYP.) 3 5~7 ~' i r 7'-o" -J cg]; ---; ,-------,------------··---------------------------~ ---- ,-----=-------------,--------------------------------- [g]j ------f---"------+------------+, -· ---------------------------+· 5~1~11 3 "'Y ~ 11// : ~ cg] -· cg] ' ' 0 ' 1 ' \ \ 7 C 11 1 1-11 -i ~! ! lj.i O I 11 1 11.-r' 1 : I 1, ! 1 lW u.e.i. 1 ti-U"') · -----'·--r,c= ... =_=.= __ 77 ---------- 14 13 4 16 o/ 12 , 11 1 n, ;;, i' l l 'o I [ Iii 111 J I j -LIU ·1... I{) - C 3 __ / TOP OF EXISTING PANEL ANTENNA & BUILDIN? Pf.'-RAPET $ ±35 -0 A.G.L. __ _ __ _ RAD CENTER OF EXISTING T-MOBILE PANEL ANTEN~ 32'-6" A.~ 2 __/ , ____________ T~O'-'-P----'O'-'-F-=E-"X'-'IS'-'-T~IN7G-RrO-eO~F---.-D,Ec.C_K-l'__,lol- -±29'-5" A.G.L. 7 GROUND LEVEL$ o'-o" AGL 24"x36" SCALE: 3/32" = 1 '-0" 11"x17" SCALE: 3/16" = 1'-0" TOP OF EXISTING PANEL ANTENNA & UILOIN? Pf.'-RAPET $ ±35 -0 A.G.L. 1 RAD CENTER OF NEW & EXISTING T-MOBILE PANEL ANTEJ\INAS 6\ ------32'-6" A.~ "-~ _____________ T_O_P~O_F~E_Xl~S_T_IN~G~R_O~O=F~D~EC~K__,..-,_,_ ±29'-5" A.G.L. 7 -----------------·---+-------.. ·--------+--------· ·-·--------------------+· ------+-----·---+----~-----------,-. --.. ._ ' ----~--1-----L--·-·----·---L I >------+------------------·------cg] ' ! 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' .,, ----< I ' I ' L _______ .J i ! ----+'-----1---1--------· ---+------;-·- i --~---·------·----···---········-·---__J_ • ~ I~" ii [ I' -----' _.,_., -• -r _-·: __ --J 2 24"x36" SCALE: 3/32" = 1 '-0" 11"x17" SCALE: 3/16" = 1'-0" GROUND LEVEL$ o'-0" AGL 2 ~ smartlink MS 13117 CALLE AVANZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: JJV MM C 07/21/2020 100% CD'S FOR SUBMITTAL YP B 07/15/2020 100% CD'S FOR REVIEW yp A 06/15/2020 90% CD'S FOR REVIEW JJV REV DATE DESCRIPTION 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. ANCHOR 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 (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 4' -8" PANEL ANTENNA TO BE RELOCATED; SECTORS "C" & "D"; (2) TOTAL (E) T-MOBILE 4' -10" PANEL ANTENNA TO BE RELOCATED; SECTORS "C" & "D"; (2) TOTAL (E) T-MOBILE 4' -0" PANEL ANTENNA TO BE RELOCATED; SECTORS "c'' & "D"; (2) TOTAL (E) RELOCATED T-MOBILE 4' -8" PANEL ANTENNAS; SECTORS "c" & "D"; (2) TOTAL KEYNOTES: ~ TOP OF EXISTING PANEL ANTENNA & BUILDING PARAPET ±35'-0" A.G.L. ~ ~ RAD CENTER_OF EXISTING T-MOBILE PANEL_ANTEN~AS __ _ 32' -6' A.G.L. -'d,.A-T:.::Oc:.P,,..,.-,0:,:,F,,,..=E.:..:Xc;IS:..:.T:.:.IN'-'G'--'-R'-=O'-=O::..F_::D.:cE::.C:..:.K __________ ~_,,.--"- V ±29' -5" A.G.L. 2 ~ GROUND LEVEL O' -0" AGL EXISTING SOUTH ELEVATl()N 0 0 0 0 do, TOP OF EXISTING PANEL ANTENNA & UILDING PARAPET '17±35'-0" A.G.L. ~ (E) T-MOBILE 4' -10" PANEL ANTENNA TO BE RELOCATED; SECTORS "c" & "D"; (2) TOTAL (E) T-MOBILE 4' -0" PANEL ANTENNA TO BE RELOCATED; SECTORS "C" & "D"; (2) TOTAL (N) T-MOBILE 2'-9" PANEL ANTENNA MOUNTED ON @ (N) PIPE MOUNT, (1) PER SECTOR, (3) TOTAL (TYP.) ~ (N) T-MOBILE FRP EXTENSION, (1) PER SECTOR, (3) TOTAL (TYP.) 6 7 3 5 4 I JI I 111 11: I: 'II I II I.: j :'1 I 111 l!: 11 II I _It .I 1J_ ;1 LJLJ;L-_,__,--ILJ iLJ i..J......JJ ' ----· -------t----,--------,i------ ! . ---,-- 12 8 11 4 3 10 9 \ I I I 'I -------.. ---=:j::..::=:-.. -:-:-.-:--=-. .-: --·:--::--::= ~~J--------- ---·- ----- ' " ' I I iJ 1 .... , ---i ------ --f--------_:~ .::....::_ 11====1! II 24"x36" SCALE: 3/32" = 1 '-0" 11 "xl 7" SCALE: 3/16" = 7 '-0" ! ' L__ ___ . ____ - I ---------- ! ~ RA32o __ 6C_ENAT_EGR,L,OF NEW & EXISTING T-MOBILE PANEL ANTEliNAS _ --o, ' n, Ill 1i1 11 1 n i, 1 ,: i' : :nu Ill II !1 ·\1 111. I II I "'~-+---~-L~~-'' ~'t=j/lLL~l:llce-"7_'!:--_ . ..o_ . .u_-'~J::J-L~' ,---------, -----------------,------_-·---~-----------------. -___ T _____ --------i --~ -------------~ ----···-----------~, -------------· ----------, -----: ----,----7-----------, ~ TOP OF EXISTING ROOF DECK ±29' -5" A.G.L. 2 ~ GROUND LEVEL o'-o" AGL NEW SOUTH ELEVATION r-_r _____ -_-· ::.-::.:..-=:..::._::;~----rr==============;i-------------r,=========='======,1---------===~===~===71----'-----1"",I =======-=====i--------· ------,----------i------i1-=----- I 9'-10"11 ii I 1 I! j II I i --+---l="c===:r,-:: .. ::1 .. -------"=============='------------------<~===========""------~-----J!============~-----+----+----~--==--------· I ' :· i I I I ! 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I I ---------------·,------------------r------------------- . --' - -i _,._:;:__------=-::_ ~---= .-,-1 ._, -----'•"" ----- ------· ------------··----------------------t---~ ---~= i ---~ ~~r~~==------1 II= 11= ,,_-_·· --_--__ _.::..:__ ==-~••"" -~~-=--=-=-~~---=--~---,~ . ·---,. __ _ ·-··· . ----;: l---t---t=--11 24"x36" SCALE: 3/32" = 1 '-0" 71"x77" SCALE: 3/16" = 1'-0" ---====----' ----------------' o" 4' s· 1 2 ~ ,:,, ;-_,, ' tF ~ ,1L1c::, :) l., ., tj' ~ smartlink 13117 CAl.1.E AV'AN:ZAIH) SAN CLEMENTE CA 92673 (941l) 391-<1824 DRAWN BY: CHECKED BY: JJV MM C 07/21/2020 100% CD'S FOR SUBMITTAL YP B 07/15/2020 100% CD'S FOR REVIEW yp A 06/15/2020 90% CD'S FOR REVIEW JJV REV DATE DESCRIPTION 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. ANCHOR MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE ELEVATIONS SHEET NUMBER A-5 I NOT USED NOTES: 1. EQUIPMENT RACK CONFIGURATION SHOWN HERE 2. MINIMUM SPACING BETWEEN EQUIPMENT WITHIN THE RACK SHALL BE ONE RACK UNIT (OR APPROX. 3"). 'A' RACK SIZE '8' DIMENSION 19" 16.5" 23" 20.5" 26" 24.5" 'B' (TYP) © © FIF RACK BRACE AT _/ TOP IN (2) DIRECTIONS 1/2"0 HOLE TYP ) 1.88" I I (TYP) © I) ' b f.- 0 0 FIF/L TE/DCSS/FB f IZED PER APPLICATION) RACK vr-BRACES 0 ': : :· ,, :, :, cl 0 0 0 0 f C ggggggggggggggg 0 "" ~ . ,-- RACK BRACES ISOLATED GROUNDING BAR (DC SHIELDED CABLES ONLY) 0 0 0 0 0 0 0 /" EQUIPMENT PER PLAN -----1~· , ::i::i:::::c:cc o=ooo ••~• 0005 ~ 0 0 FRONT VIEW 0 0 0 0 0 0 0 SIDE VIEW ~PROPOSED 7'-0" FIF RACK PROPOSED FIF RACK MOUNTING PLATE (TYP) PROPOSED 1/2"0 HILT! TZ ANCHOR BOLT STAINLESS STEEL FOR OUTSIDE APPLICATION, CARBON STEEL FOR INTERIOR APPLICATION ;';I ci w -' I :aw to 0,-~ I ID .... I a_ "'' ,. "' ·W ~w "' ;'; 0 "' :a EQUIPMENT ANCHORAGE FIF RACK DETAIL 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS E/ // Power 6230 (Indoor} mi 6U !1eight, rr1ounted on standard 19" rack baneries Support for SPD boxes ior rernote radios "' f .~·p-· . ,.:;,uppon · or 3 · ·~ eqrnprnent " Availalirnit'f: 02 2019 7 6230 POWER UNIT 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 4 1 ERICSSON 4415 825 HEIGHT (H) 16.5" WIDTH (W) 13.4" DEPTH (D) 7.6" WEIGHT 46.0 LBS. w I FRONT VIEW ERICSSON RRUS MANUFACTURER: MODEL NO.: DIMENSIONS (HXWXD): WEIGHT: ERICSSON BASEBAND 6630 1. 75" X 19" X 13. 7" INCHES 14.3 LBS ! !.:>~---, '· .) @ a DODO cccro rYYYYl @ 6630 UNIT / FRONT VIEW • INSTALLED INSIDE NEW LTE RACK I CABINET 6630 UNIT ISO VIEW MOUNTING PIPE f----RRUS ----+---(E) 2" 0 OR 3" 0 ANTENNA MOUNTING PIPE 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 5 , CCC{YJe E) ii I I I\ @ @ 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 6 MANUFACTURER: ERICSSON MODEL NO.: HCS 6X12 WEIGHT: 1.7 LBS/FT DIAMETER: 1,38" (± .1") COAX EQUIVALENT: 1 318" !1111 [Il]CJ 11111 Iii II 111111 Iii II; ~ HCS 6X12 MANUFACTURER: ERICSSON MODEL NO.: AIR 6449 B41 DIMENSIONS: 33.1" TOTAL WEIGHT A B 20.5" 103 LBS C 8.3" TOP VIEW AIR 6449 ANTENNA NEW ANTENNA MOUNTING PIPE (TYP) / (12)TOTAL ' ' 11111 OPTICAL PAIR CABLE TYP· Ill ' "Ill 'I II! II ill 11111 I I p ABL P· DC AIRC E, TY , (6) TOTAL ' ' 1 11111111? 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS C FRONT VIEW SIDE VIEW 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS r<-"-~(N) MOUNTING BRACKET SUPPLIED W/ANTENNA (TYP) ANTENNA, PER PLAN (N) 1/2" 0 A30?------~~)..-, U-BOLT AND NUTS BRACKET SUPPLIED W/ANTENNA (TYP) ANTENNA MOUNTING DETAIL 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 1 2 3 ~ smartlink 13117 CAI.I.I: AVANZADO SAN CLEMENTE CA 92873 {949) 391-6824 DRAWN BY: CHECKED BY: C 07/21/2020 100% CD'S FOR SUBMITTAL 8 07/15/2020 100% CD'S FOR REVIEW A 06/15/2020 90% CD'S FOR REVIEW REV DATE DESCRIPTION JJV MM yp YP JJV BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ANCHOR MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE DETAILS SHEET NUMBER D-1 TYPE SS TYPE TA TYPE VB TYPE XA TYPE GT TYP[ 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"x17" SCALE: NTS 7 8 9 TO LOW NOISE AMPLIFIER UNITS (LNA) (WHEN REQUIRED) AND RECEIVE ANTENNA RX1/RX2~ COAX JUMPER REQUIRED PER MANUFACTURER'S RECOMMENDATION OR FOR EASE OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT, TYP. 2 AWG TINNED, SOLID COPPER CONDUCTOR EXOTHERMIC 1 TO TRANSMIT ANTENNA ! ·~ STANDARD 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--=--~-}} ----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. 112" COAX JUMPER ------I NEW RRU PER ---~ PLAN (TYP) ANTENNA GROUND BAR ------i:·:;·· ' · NOTES: 1. DO NOT INSTALL GABLE 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 GABLE MANUFACTURER MIN. #6 AWG STRANDED (GREEN JACKET) COPPER GROUND WIRE (BONDED TO GROUND BAR, TYP.) TOWER GROUND BAR #2 AWG BARE COPPER GROUND CONDUCTOR TO MASTER GROUND BAR #2AWG GREEN STRANDED -----~-J CONDUCTOR ANTENNA GROUNDING PLAN COAX GROUNDING KITS TYPICAL (6) MTC 976715 -15' MTC 976720 -20' TWO HOLE LONG BARREL COMPRESSION LUGS --------- 0 0 0 0 0 0 0 0 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS .._____ 3" FLEXIBLE CONDUIT .._____ 3" SCHED. 40 PVC 5 ~ Q) 2 4 7/16" @ ' 0 0 ~ 2" i--:: 0 0 0 I@ 0 0 3/4" 0 0 0 o--r 0 0 0 ' 0 0 0 3 >--~ 0 1 ,, ___ 1 SEE DETAIL 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"x17" SCALE: NTS T&B CO. "C-TAP", CAT. #54730, CRIMP TYPE PARALLED TAP OR EQUIVALENT \___C,ffTIOo 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, ~' , <~--~-' I '·~· • <\ __ _.'/ ,---. .----. _,~ \ :-•-:'-·\ -.:=._,i #6 AWG FROM ANTENNA CABLE GROUND KIT //'-\\ ' \ . ,' \_-::_./ *TWO HOLE LUG, OR EXOTHERMIC WELD / TO BE USED WITH #2 AWG BCW TO WATER TANK WATER MAIN OR GROUND RING-----~ "-------GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE 1 2 smartlink '13117 CAI.LE A'IANZAIHJ SAN CI.EMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: C 07/21/2020 100% CD'S FOR SUBMITTAL B 07/15/2020 100% GD'S FOR REVIEW A 06/15/2020 90% GD'S FOR REVIEW REV DATE DESCRIPTION JJV MM yp yp JJV 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. ANCHOR 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"x17" 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 DocuSign Envelope ID: 6065D31 B-4380-405F~BB0A-A256247FA273 t~otes: AlPI'A. l t ~~-,o..ds c:::c:J ( _ _2 _ _j ;) " l Section 3 ... Proposed Template Images ,1 SD02436A 6705992M Anchor.jpg Sile Con ligu ratlcm 67D 599,2 M ,'1.IID.Jii.~l:B P6230 an.d aatt&.-y C.abi,ne,t ·-··-------.. ,------·--.. •~· ----· i ' i I ,-;;:;:;.:.'-l• .',..:'::·:: I RBS3:206 ii 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 1 smartlink MS 1387 CALI.I: AVANZADO SAN CLEMENTE CA 92673 (949) 391-61124 DRAWN BY: CHECKED BY: C 07/21/2020 100% CD'S FOR SUBMITTAL B 07/15/2020 100% CD'S FOR REVIEW A 06/15/2020 90% CD'S FOR REVIEW REV DATE DESCRIPTION JN MM yp YP JJV BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ANCHOR MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE CABLE LINE DIAGRAM SHEET NUMBER RF-1 (E) STEEL ANGLE; lYP. =o (N) STEEL ANGLE;---~=='! TYP.PER EB (E) STEEL PIPE-------; (E) U-BOL T; lYP. ------+-cc= NOT USED 5 BRACED ANGLE (E) ANTENNA PER PLAN-------, @ NOT USED 6 ANTENNA CONNECTION 0 . / o I </I ~ /j /I ' ' / r/ / /'/ • / / / V. V'. I r/ I// ~/ '. (/ i/ I•/ I• I/ (,,/ ( 0 0 • / 0 '• • . / 0 (E) HORIZONTAL TUBE; lYP. (N) L2X2X1/4 STEEL BRACE WI 1/4" 0 A307 BOLT 24"x36" SCALE: NTS 11"x17" SCALE: NTS 3 l'===~---(N)STEELANGLE;TYP. EB 1-------(E) STEEL PIPE PER PLAN 24"x36" SCALE, NTS 11"x17" SCALE: NTS 4 (E) FRP PANEL --- (E) 5/8" 0 BOLT; lYP. --~ 0 I (E) #12 SCREWS; lYP. ----1-,.L~i---::."_.., >- i' 1/ (/ 1✓ / v'/ b (E) FRP 6" X 1-5/8" X 1/411 --~ CHANNEL @ 24 O.C. 2'-0" (E) STEEL ANGLE; lYP. o ==--+--(E) U-BOL T; lYP . (N) L4X4X1/4 ANGLE; TYP. --~(E) STEEL PIPE CONNECTED TO (E) METAL STUD t-----+-+---(N} L2X2X1/4 BRACE PER 8 I I \ AT PIPE CONNECTION ¢=$---(N} 1/2" 0 U-BOL T = 24"x36" SCALE: NTS 11"x17" SCALE: NTS ------(E) STEEL ANGLE; TYP. o ==--+-------(E) U-BOL T; TYP. ~⇒-------(N} 1/2" 0 U-BOLT ....._ ____ (N} L4X4X1/4 ANGLE; TYP. 1---------(E) STEEL PIPE rp t----+---+--------(N} L2X2X1/4 BRACE PER V 0 = AT DOG HOUSE CONNECTION --(E) MECHANICAL UNIT 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS 1 2 smartlink 1317 CAI.I.I: AVANZAlliO SAN CLEMENTE CA 92673 (949) 391~4 DRAWN BY: CHECKED BY: C 07/21/2020 100% CD'S FOR SUBMITTAL B 07/15/2020 100% CD'S FOR REVIEW A 06/15/2020 90% CD'S FOR REVIEW REV DATE DESCRIPTION JJV MM YP yp JJV BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS irHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. ANCHOR MODIFICATION SITE ID: SD02436A BRESSI RANCH STORAGE 2500 CAMPBELL PLACE CARLSBAD, CA 92009 ROOFTOP SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER 5-1