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HomeMy WebLinkAboutCD 2017-0025; TAMARACK-VERIZON/T-MOBILE; Consistency Determinationi J.ImIDra NOI.LVNimar.!ICI A:>NfilSISNO:l 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: HOFFMAN LEGACY TRUST 6284 FORESTER DRIVE ATTN: MARJA DAWN SELNA, TRUSTEE HUNTINGTON BEACH, CA 92648-6611 PH: (714) 742-1201 T-MOBILE 10509 VISTA SORRENTO PKWY SUITE 206 SAN DIEGO, CA 92121 NAD-83 33° 9' 1.02" N 117° 18' 28.58" W CITY OF CARLSBAD COMMERCIAL UNMANNED TELECOMMUNICATIONS FACILITY 207-101-35 UNMANNED TELECOMMUNICATIONS FACILITY V-B U-2 PROJECT TEAM CLIENT REPRESENTATIVE: CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 SITE ACQ. PROJECT MANAGER: CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 CONTACT: SARA BOND PH: (949) 930-7466 ENGINEER: M.SQUARED ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 CONTACT: MICHAEL MONTELLO PHONE: (619) 997-4012 www .msquaredengineers.com CONSTRUCTION MANAGER: CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 CONTACT: EDUARDO RODRIGUEZ PH: (951) 452-8109 SD06203A. L700 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 VICINITY MAP -~ Pl.n~PZy DRIVING DIRECTIONS DIRECTIONS FROM NEAREST AIRPORT: 1. START YOUR ROUTE FROM MCCLELLAN-PALOMAR AIRPORT 2. TURN LEFT ONTO PALOMAR AIRPORT RD 3. TURN LEFT ONTO EL CAMINO REAL 4. DESTINATION WILL BE ON THE LEFT PROJECT DESCRIPTION T-MOBILE PROPOSES TO MODIFY AN EXISTJNGWIRELESS INSTALLATION. THE SCOPE WILL CONSIST OF THE FOLLOWING: ••. INSTALL • INSTALL • INSTALL • INSTALL (3) NEW T-MOBJLE8'-0".PANELANTENNAS (3) NEWT-MOBILE RRUS 11 @ANTENNA LEVEL (1) NEWT-MOBILE RBS6131 POWER UPGRADE KIT (1) NEW T-MOBJLE RET CABLE • INSTALL (1) NEWT-MOBILE XMU UNIT IN (E) LTE CABINET@GROUND EQUIPMENT LEVEL • NO NEW ELECTRICAL WORK OR BATTERIES ARE TO BE INSTALLED ON THIS PROJECT. 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 JS 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 Workin!;I Days Before You Dig UNDERGROUNDSERVICEAL.ERT 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 & PLOT 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 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: ----,.~----~ ----------------------------------------------- 12920 SE 38TH ST BELLEVUE, WA 98006 , CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 111;.,$.q4~red ENGINEERS, .... 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: yp CHECKED BY: C B A REV 06/07/2017 05/04/2017 04/1012017 DATE ; ,' J' IJ MM 100% CD'S REVISED cc 100% CD'S FOR SUBMITTAL AA 90% CD'S FOR REVIEW yp DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SD06203A L700 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM 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 (CONSTRUCTION) OWNER -T-MOBILE 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATEO 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 LT-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 B. 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 FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS 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 STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA 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 IS PROPOSED AT THIS SITE, UNLESS NOTED OTHERWISE. ELECTRICAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL (E) CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTING OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: C -NATIONAL FIRE CODES A. UL -UNDERWRITERS LABORATORIES B. NEC -NATIONAL ELECTRICAL CODE C. NEMA-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA-OCCUPATIONAL SAFETY AND HEALTH ACT E. SBC -STANDARD BUILDING CODE 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5. (E) SERVICES: CONTRACTOR SHALL NOT INTERRUPT (E) SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC ... ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE #12 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATIONS, SET FORTH 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 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 OATE 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 ACCEPT ANGE. 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, BOO 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: 2401120V, 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 318 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). 8. 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. 8. 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. 8. 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 12920 SE 38TH ST BELLEVUE, WA 98006 CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 . . mj1q:u.~rect ENGINEERS,-. 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: yp CHECKED BY: MM C 06/07/2017 100% CD'S REVISED cc B 05/04/2017 100% CD'S FOR SUBMITTAL AA A 04/10/2017 90% CD'S FOR REVIEW YP REV DATE DESCRIPTION BY r (/ u rr IS A VIOLATION OF LAW FOR mf PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SD06203A L?00 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 (E) CHAIN LINK FENCE 0 (E) TREE, 1YP. FOR ENLARGED SITE PLAN SEE: EB 0 0 0 0 0 0 ~ (E) T-MOBILE EQUIPMENT AND ANTENNA AREA~ (E) OTHER CARIER MONOPALM, 1YP. (E) DIRT AREA (E) DI RT ROAD KEYNOTES: 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 3 0 DISCLAIMER: THIS SET OF DRAWINGS WAS PREPARED UTILIZING INFORMATION OBTAINED FROM PUBLIC DOCUMENTS MADE AVAILABLE ON JURISDICTION WEBSITE. M.SQUARED ENGINEERS CANNOT GUARANTEE THE ACCURACY OF THE DATA AND INFORMATION DEPICTED AND HEREBY EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR THE TRUTH, VALIDITY, INVALIDITY, ACCURACY, INACCURACY OF ANY SAID DATA AND INFORMATION. THE PARCEL LINES ON MAPS ARE FOR ILLUSTRATION PURPOSES ONLY AND ARE NOT INTENDED TO BE USED AS A SURVEY PRODUCT. USER ACCEPTS RESPONSIBILITY FOR THE UNAUTHORIZED USE OR TRANSMISSION OF ANY SUCH DATA OR INFORMATION IN ITS ACTUAL OR ALTERED FORM. 5 .1 APN: 207-101-35 I· 5 ---. ------~ ------- 24"x36" SCALE: 1" = 60' -0" 11"x17" SCALE: 1" = 120' -o" 5 60 30 0 60' ~ .. 0 ENLARGED SITE PLAN: 1 PLOT PLAN I APN: 207-101-35 j 24"x36" SCALE: 1 /8" = 1 '-0" 11"x17" SCALE: 1/16" = 1'-o" I"" ------~ s· 5' 4' 2· o" EL CAMINO REAL 24"x36" SCALE: 1" = 200' -0" 11"x17" SCALE: 1" 400' -o" PROPERTY LINE (±108') 200 100 0 ·-.·~-·· .' t 1 . A-5 8' 2 200' 3 12920 SE 38TH ST BELLEVUE, WA 98006 CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 "-'' ,' ' mi~~lQMc,1req ... ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: C 06/07/2017 100% CD'S REVISED B 05/04/2017 100% CD'S FOR SUBMITTAL A 04/10/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION YP MM cc AA yp BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SD06203A L700 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM 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 (E) MONOPALM BASE (E) T-MOBILE CONCRETE EQUIPMENT PAD (E) T-MOBILE CHAIN LINK FENCE OUTDOOR EQUIPMENT ENCLOSURE (E) T-MOBILE GPS ANTENNA TO REMAIN; (1) TOTAL (E) T-MOBILE EQUIPMENT CABINET W/ (E) CABLE SHROUD BELOW; (2) TOTAL (E) T-MOBILE H-FRAME; (1) TOTAL (E) T-MOBILE CIENA BOX MOUNTED TO (E) EQUIPMENT CABINET; (1) TOTAL (E) T-MOBILE CABLE TRAY (E) T-MOBILE TELCO BOX MOUNTED TO (E) H-FRAME; (2) TOTAL (E) T-MOBILE CHAIN LINK ACCESS GATE (E) T-MOBILE 9X18 HYBRID CABLE SYSTEM (HCS) TO REMAIN ~ (N) T-MOBILE XMU UNIT INSTALLED INSIDE (E) EQUIPMENT CABINET ~ (NO SPECIAL INSPECTION REQUIRED) ~ (N) T-MOBILE RET CABLE/S FROM GROUND EQUIPMENT TO ANTENNAS TO FOLLOW (E) ROUTE KEYNOTES: NOTE: 1. (E) T-MOBILE PANEL ANTENNAS NOT SHOWN FOR CLARITY. 2. (E) PALM FRONDS NOT SHOWN FOR CLARITY. iS "' <( w (fl <( w _J 0 w I _J r-0 (fl -<( -+, 0 z 3' 0 "' 0 ~ w ~ EXISTING EQUIPMENT LAYOUT NOTE: 1. (E) T-MOBILE PANEL ANTENNAS NOT SHOWN FOR CLARITY. 2. (E) PALM FRONDS NOT SHOWN FOR CLARITY. NEW EQUIPMENT LAYOUT X I X I X I X I X I X I X I X I X I X I X I X I X <( w "' <( w (fl <( w _J a w I _J r-0 (fl -<( -+, 0 z 3' 0 "' 0 ~ w ~ 3 4 8 11 x-x-x-,-x-x-x-x-x-x-x-x x-x-x-x-x-x-x x-x ,-,-,-x:-7 7 x-,-x---, I I ~ I I I L--/ . .-'• 0 2 / / 3 I / I I 0 1,-x I I 0 i / x-x--x-x-x-x-x 6 9 9 ±20'-o" (E) CROWN CASTLE LEASE AREA 4 12 I ,· '. . .. ' . ' 0 x-x-x-x-x-x-x-x-x X I X I X I X I X I X I X I X I X I X I X I X I X 24"x36" SCALE: 1 /2" = 1 '-0" 71"x77" SCALE: 1/4" 1•~0" 8 13 2' x-,-,-x-,-,-,-x-x--x-x-, x-x x-x-,-,-x x-, x-x-x-x:-7 X I X I X I X I X I X I X I X I X I X I X I X I X x-x-x---, I I ~ I I I L--/ / ' . ' ' / / I 0 1 x-x I I I I 6 // . ( ' '' ' ~ ~ 0 0 x-,-x-x-x-x-x x-,-x-x-x-x-x-x-, 9 9 ±20'-o" (E) CROWN CASTLE LEASE AREA 24"x36" SCALE: 1 /2" = 1 '-0" 11"x77" SCALE: 1/4" = 7'-0" 2' X I X I X I X I X I X I X I X I X I X I X I X I X 1 ' o" 2' 1 J' 1 ' o" 2' 2 12920 SE 38TH ST BELLEVUE, WA 98006 CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 rn~SQll~rect ENGINEERS,., . 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: C 06107/2017 100% CD'S REVISED B 05/04/2017 100% CD'S FOR SUBMITTAL A 04/10/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION YP MM cc AA yp 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. SD06203A L700 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM SHEET TITLE EQUIPMENT LAYOUT SHEET NUMBER A-2 NEW OPTIMAL ANTENNA REQUIREMENTS ANTENNA MAKE AND MODEL RAD CENTER AZIMUTH TRANSMISSION LINE (VERIFY WITH CURRENT RFDS) ANTENNA TECHNOLOGY ANTENNA EXISTING NEW EXISTING NEW EXISTING NEW CABLE CABLE FEEDER TYPE POSITION COUNT LENGTH QTY. < 1 U1900,G1900,U2100 1 ERICSSON AIR 21 B2A/B4P (QUAD) -' 38'-o" -325" -88' 1 (E) HCS O'. 2 L700 1 -COMMSCOPE-F-65C-R1 (DUAL) -36'-4" -325" 88' 1 (E) FIBER 0 >-3 L2100 1 0 w ERICSSON AIR 21 B2A/B4P (QUAD) -38'-o" -325" -88' 1 (N) RET en 4 ----------- CD 1 U1 900,G1900,U2100 1 ERICSSON AIR 21 B2A/B4P (QUAD) -38'-o" -85° -88' 1 (E) 7 /8" COAX O'. 2 L700 1 -COMMSCOPE-F-65C-R 1 (DUAL) -36'-4" -85" 88' 1 (E) 7/8" COAX 0 >-3 L2100 1 ERICSSON AIR 21 B2A/B4P (QUAD) 38'-o" 85" 88' 1 (E) 7 /8" COAX 0 ---w en 4 ----------- 0 1 U1900,G1900,U21 DO 1 ERICSSON AIR 21 B2A/B4P (QUAD) -38'-o" -21 o· -88' 1 (E) 7 /8" COAX O'. 2 L700 1 -COMMSCOPE-F-65C-R1 (DUAL) -36'-4" -21 o· 88' 1 (E) 7 /8" COAX 0 >-3 L2100 1 ERICSSON AIR 21 B2A/B4P (QUAD) 3s'-o" 21 o· 88' 1 (E) 7/8" COAX 0 ---w en 4 ----------- >< REMOTE RADIO UNITS DC CABLES >< TOWER MOUNTED AMPLIFIER DC CABLES NOTES TO CONTRACTOR: ANTENNA RRUS MAKE AND MODEL RRUS LENGTH AWG POSITION COUNT < 1 ---- ANTENNA TMA MAKE AND MODEL TMA LENGTH AWG POSITION COUNT < 1 (E) ERICSSON KRY 144/1 1 88' - 1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOST CURRENT RADIO FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION O'. 2 (N) ERICSSON RRUS 11 B12 1 88' -0 >-3 0 ----w en 4 ---- O'. 2 ----0 >-3 0 ----w Cf) 4 ---- 2. CABLE LENGTHS WERE DETERMINED BASED ON VISUAL INSPECTION DURING SITE-WALK. CONTRACTOR TO VERIFY ACTUAL LENGTH DURING PRE-CONSTRUCTION WALK CD 1 ----"' 1 (E) ERICSSON KRY 144/1 1 88' - O'. 2 (N) ERICSSON RRUS 11 B12 1 88' -0 >-3 0 ----w en 4 ---- O'. 2 ----0 >-3 0 ----w en 4 ---- 3. CONTRACTOR TO VERIFY PORTS HAVE SUFFICIENT ROOM NOTE: 0 1 ----0 1 (E) ERICSSON KRY 144/1 1 88' -1. (E) ANTENNA AZIMUTHS ARE ESTIMATED AND O'. 2 (N) ERICSSON RRUS 11 B12 1 88' -0 >-3 -0 ---w O'. 2 ----0 >-3 0 ----w ARE TO BE VERIFIED BY RF. 2, NEW PANEL ANTENNAS AND ALL MOUNTING en 4 ----en 4 ----HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER ANTENNA & EQUIPMENT SCHEDULE (E) MONOPALM BASE (E) T-MOBILE SECTOR ARM, TYP. (E) T-MOBILE PANEL ANTENNA TO REMAIN; (2) PER SECTOR, (6) TOTAL (E) T-MOBILE TMA TO REMAIN; ( 1) PER SECTOR, (3) TOTAL (E) T-MOBILE 9X18 HYBRID CABLE SYSTEM (HCS) TO REMAIN ~ ~ 0 0 0 0 0 0 0 0 0 (N) T-MOBILE ANTENNA SUPPORT BEAM TO BE MOUNTED; (1) PER SECTOR, (3) TOTAL. VERIFY PER FINAL STRUCTURAL ANALYSIS@ (N) T-MOBILE 8'-o" PANEL ANTENNA MOUNTED ON (N) PIPE MOUNT; (1) PER SECTOR, (3) TOTAL ~ (N) T-MOBILE RRUS 11 TO BE MOUNTED BEHIND (N) ANTENNA; (1) PER SECTOR, (3) TOTAL~ (N) T-MOBILE RET CABLE/S FROM GROUND EQUIPMENT TO ANTENNAS TO FOLLOW (E) ROUTE KEYNOTES: -----------------------------· -- NOTE: 1. (E) PALM FRONDS NOT SHOWN FOR CLARITY. -<71) ~0' 3 EXISTING ANTENNA PLAN NOTE: 1. (E) PALM FRONDS NOT SHOWN FOR CLARITY. 2. CONTRACTOR TO VERIFY APPROVED STRUCTURAL ANALYSIS PRIOR TO INSTALLATION. 3. CONTRACTOR TO VERIFY ANTENNA TECHNOLOGIES PRIOR TO REMOVAL OF ANY ANTENNAS. 4. CONTRACTOR TO SUPPLY WEATHERPROOFING FOR CONNECTIONS. 5. GENERAL CONTRACTOR TO PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REQUIRED TO SUPPORT PROPOSED ANTENNAS. ALL ANTENNAS & MOUNTING HARDWARE SHALL CONFORM TO DESIGN REQUIREMENTS PER 201 IBC/2013 CBC AND EIAfTIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 3 4 , ,,CJ 3 7 0 --&--2 ,CJ "-CV • CJ I/ 9:-,2 /j ~ ;._,_O 'v ~ CJ // ~~ /j~ ~ ~ 0!1/\5 z NEW ANTENNA PLAN 0<ci o/ ,>, "'~ ~< <5'. -</ ,, 4 4 3 ------------------ 5 n • ~ r ~ • > r 2 2 3 4 3 3 (E) SECTOR "B~ AZIMUTH-85" 24"x36" SCALE: 1 /2" = 1 '-0" 11"x17" SCALE: 1 / 4" = 1 '-,.0" 2· 1 ' O" 3 4 <;> ' 6 (N) SECTOR 0 "B~ AZ\MUTH-85 , 0 11 C:" _, ! (E) SECTOR u~ ({) AZ\MUTH-85" 3 24"x36" SCALE: 1/2" 1 '-0" 11"x17" SCALE: 1/4" = 1 '-0" 2' 1 ' o" -------- 2' 1 N ~~q ~":,:E~ fe, <\ s 2' 2 c1J. Iii obile0 • 12920 SE 38TH ST BELLEVUE, WA 98006 CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 m~~\Q.Yilred ENGIN'EERS 1387 CALLE AV ANZAOO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: yp CHECKED BY: MM C 06/07/2017 100% CD'S REVISED cc B 05/04/2017 100% CD'S FOR SUBMITTAL AA A 04/10/2017 90% CD'S FOR REVIEW YP REV DATE DESCRIPTION BY rT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EY ARE ACTING UNDER THE DIRECTION OF A LICENSE PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SD06203A_L700 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM SHEET TITLE ANTENNA LAYOUT SHEET NUMBER A-3 / (E) MONOPALM (E) T-MOBILE CONCRETE EQUIPMENT PAD (E) T -MOBILE CHAIN LINK FENCE OUTDOOR EQUIPMENT ENCLOSURE (E) T-MOBILE GPS ANTENNA TO REMAIN; (1) TOTAL 0 0 0 0 0 0 0 0 0 (E) T-MOBILE EQUIPMENT CABINET W/ (E) CABLE SHROUD BELOW; (2) TOTAL (E) T-MOBILE H-FRAME; ( 1) TOTAL (E) T-MOBILE CIENA BOX MOUNTED TO (E) EQUIPMENT CABINET; (1) TOTAL (E) T-MOBILE CABLE TRAY (E) T-MOBILE CHAIN LINK ACCESS GATE KEYNOTES: ~ TOP OF EXISTING T -MOBILE PANEL ANTENNAS ±40' -4" A.G.L. \ o, TOP OF EXISTING TOWER ~-- V 38'-6" A.G.L. \ o, RAD CENTER OF EXl'?_TING T-MOBILE PANEL ANTENNA_S __ ~-- V 38'-0" A.G.L. 3 ~ GROUND LEVEL 0'-0" AGL 2 EXISTING SOUTHEAST ELEVATION 10 12 6 10 12 0 0 0 0 0 0 0 0 0 (E) T-MOBILE TELCO BOX MOUNTED TO (E) H-FRAME; (2) TOTAL (E) T-MOBILE SECTOR ARM, TYP. (E) T-MOBILE PANEL ANTENNA TO REMAIN; (2) PER SECTOR, (6) TOTAL (E) T-MOBILE TMA TO REMAIN; (1) PER SECTOR, (3) TOTAL (E) T-MOBILE 9X18 HYBRID CABLE SYSTEM (HCS) TO REMAIN ~ ~ (N) T-MOBILE ANTENNA SUPPORT BEAM TO BE MOUNTED; (1) PER SECTOR, (3) TOTAL. VERIFY PER FINAL STRUCTURAL ANALYSIS@ (N) T-MOBILE 8'-0" PANEL ANTENNA MOUNTED ON (N) PIPE MOUNT; (1) PER SECTOR, (3) TOTAL ~ ~ (N) T-MOBILE RRUS 11 TO BE MOUNTED BEHIND (N) ANTENNA; (1) PER SECTOR, (3) TOTAL~ (N) T-MOBILE RET CABLE/S FROM GROUND EQUIPMENT TO ANTENNAS TO FOLLOW (E) ROUTE 12 12 1 24"x36" SCALE: 3/16" = 1 '-0" 11"x17" SCALE: 3/32" = 1 '-0" ~-4' 2· o" 4' 1 ~ TOP OF NEW AND EXISTING T-MOBILE PANEL ANTENNAS ±40' -4" A.G.L. \ o, TOP OF EXISTING TOWER '--- V 38'-6" A.G.L. ~ - AB6Q _CQ!KR OF NEW AND EXISTING T-MOBILE PANEL ANTENNAS V3-8' -o· A.G.L. -----_ ~D _Cp!IER OF NEW T-MOBILE PANEL ANTENNAS __________ < VW-4 A.G.L. ___ .. --· --• 7 9 ~ GROUND LEVEL o'-o" AGL 2 NEW SOUTHEAST ELEVATION 5 4 10 -------------------------------------------------- 12 5 6 10 12 8 .0 12 13 "' I "' 1 16 1. NEW PANEL ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. 2. NEW AND EXISTING ANTENNAS AND EQUIPMENT TO BE FULLY SCREENED BY MONOPALM FRONDS. 24"x36" SCALE: 3/16" 1 '-0" 71"x17" SCALE: 3/32" = 1 '-o" ~-4' 2' o" ' 4' 2 12920 SE 38TH ST BELLEVUE, WA 98006 , CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 rh.~qy~rect _._ ENGINEERS' 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: C B A REV 0610712017 05/04/2017 04/10/2017 DATE /r-,,.,,""'1 !,, 100% CD'S REVISED 100% CD'S FOR SUBMITTAL 90% CD'S FOR REVIEW DESCRIPTION yp MM cc AA YP 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. SD06203A L700 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM SHEET TITLE ELEVATIONS SHEET NUMBER A-4 0 (E) MONOPALM 0 (E) T-MOBILE CONCRETE EQUIPMENT PAD 0 (E) T-MOBILE CHAIN LINK FENCE OUTDOOR EQUIPMENT ENCLOSURE 0 (E) T-MOBILE GPS ANTENNA TO REMAIN; (1) TOTAL 0 (E) T-MOBILE EQUIPMENT CABINET W/ (E) CABLE SHROUD BELOW; (2) TOTAL 0 (E) T-MOBILE H-FRAME; (1) TOTAL 0 (E) T-MOBILE CIENA BOX MOUNTED TO (E) EQUIPMENT CABINET; (1) TOTAL 0 (E) T-MOBILE CABLE TRAY 0 (E) T-MOBILE CHAIN LINK ACCESS GATE KEYNOTES: o, TOP OF EXISTING TOWER \~-- "'17 38'-6" A.G.L. \ o, RAD CENTER OF EXISTING T-MOBILE PANEL ANTENNAS _~-- "'17 38'-0" A.G.L. ~ GROUND LEVEL 0'-0" AGL EXISTING NORTHEAST ELEVATION 6 0 0 0 0 0 0 0 0 12 (E) T-MOBILE TELCO BOX MOUNTED TO (E) H-FRAME; (2) TOTAL (E) T-MOBILE SECTOR ARM, TYP. (E) T-MOBILE PANEL ANTENNA TO REMAIN; (2) PER SECTOR, (6) TOTAL (E) T-MOBILE 9X18 HYBRID CABLE SYSTEM (HCS) TO REMAIN ~ (N) T-MOBILIE ANTENNA SUPPORT BEAM TO BE MOUNTED; (1) PER SECTOR, (3) TOTAL. VERIFY PER FINAL STRUCTURAL ANALYS\3 @ (N) T-MOBILE s·-o· PANEL ANTENNA MOUNTED ON (N) PIPE MOUNT; (1) PER SECTOR, (3) TOTAL ~ ~ (N) T-MOBILE RRUS 11 TO BE MOUNTED BEHIND (N) ANTENNA; (1) PER SECTOR, (3) TOTAL~ (N) T-MOBILE RET CABLE/S FROM GROUND EQUIPMENT TO ANTENNAS TO FOLLOW (E) ROUTE 12 12 8 11 .. 1 I-----< 5 3 2 24"x36" SCALE: 3/16" = 1 '-0" 11''x17" SCALE: 3/32" = 1'-0" ~---4' 2· o" -'TOP, OF,, NEW AND EXISTING T-MOBILIE PANEL ANTENNAS , ±40 -4 A.G.L. \ -.~l'l-'.Tc"OC.-P-='sO!-F-"EceXe,IS,_,TcelN'-'G'-'-TOs,.W!.!.ESo!R.,_ ____________ ~ ~--~ :~--~~~L. OF NEW AND EXISTING T-MOBILE PANEL ANTENNA~ __ ··_··_ • 38 -0 A.G.L. ·· · ·.,. A.BAf)_Cp!IER OF NQV T-MOBILE PANEL ANTENNAS __________ ··-.•·•·. Y36'-4 A.G.L. .. • • •. · ~ GROUND LEVEL 0'-0" AGL , 4' 1 NEW NORTHEAST ELEVATION 14 6 12 .. . • 1 I / 1 I 8 0 NOTE: 1. NEW PANEL ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. 2. NEW AND EXISTING ANTENNAS AND EQUIPMENT TO BE FULLY SCREENED BY MONOPALM FRONDS. 4 5 3 24"x36" SCALE: 3/16" = 11"x17" SCALE: 3/32" 1 '-0" 1 '-0" ~-4' 2· o" 2 1111 II 12920 SE 38TH ST BELLEVUE, WA 98006 CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 r11!~$quc1red ENGJfll'EER.Si. 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: C 06/07/2017 100% CD'S REVISED B 05/04/2017 100% CD'S FOR SUBMITTAL A 04/10/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION yp MM cc AA yp BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SD06203A L700 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM SHEET TITLE ELEVATIONS SHEET NUMBER A-5 ----------- MANUFACTURER: ERICSSON MODEL NO.: UTDC1B_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 0/kfl CURRENT RATING: 75A NOMINAL CABLE WEIGHT: .351 LBS/FT MIN BENDING RADIUS: 10 XCABLE0 COPPER BRAID (E) 10AWG DC PAIR CABLE NOT USED NOT USED CROSS SECTION PVC SHEATH PVC-NYLON INSULATION NON-HYGROSCOPIC DUMMY CORES AS NEEDED 24"x36" SCALE: NTS 11 "x1 7" SCALE: NTS 24"x36" SCALE: NTS 11"x17" SCALE: NTS 24"x36" SCALE: NTS 11"x17" SCALE: NTS --------------~ . -------------------- 7 8 9 MANUFACTURER: MODEL NO.: DIMENSIONS: A 17.8" B 17.3" C 7.2" <( ERICSSON RRUS 11 TOTAL WEIGHT : ±50 LBS B FRONT VIEW RRU W/ SUNSHIELD (N) ERICSSON RRUS 11 MANUFACTURER: MODEL NO.: DIMENSIONS (HXWXD): WEIGHT: XMU UNIT 6601 V2 CHASSIS 0 (±) ERICSSON BASEBANAD R503 XMU 1.22" X 13.8" X 11" INCHES 5 LBS (2.27 KG) II II • • TOP VIEW ln7 SUNSHIELD ---< SIDE VIEW II I 1-~l"o MFR'S STANDARD MOUNTING BRACKETS >-----P1000 UNISTRUT AS ALTERNATE ATTACHMENT MFR'S STANDARD MOUNTING BRACKETS P1000 UNISTRUT AS ALTERNATE ATTACHMENT 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 0 (±) 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 m go v v lc:=JI 0 0 0 0 0 0 o 00 0000 (±) 000000 0 DD I c;][:::;i I I CJ CJ I El ••LJ 00 0 DUS41 UNIT FRONT VIEW • INSTALLED INSIDE NEW LTE RACK/ CABINET (N) XMU UNIT MANUFACTURER: HUBER AND SUHNER MODEL NO.: 9X18 MLE HYBRID CABLE WEIGHT (6/C #10): 1.03 LBS/FT WEIGHT (6/C #8): 1.07 LBS/FT OPTICAL PAIR CABLE TYP / (18)TOTAL ' 111111 11111 11111 ,1111 111 II 1111 Iii II 111111 11111 (E) HCS 9X18 111111 111111 11111 I II 1111 ~ II II H DC PAIR CABLE, TYP, (9) TOTAL ---------- l ' 24"x36" SCALE: NTS 11"x17" SCALE: NTS I n 111 n -, 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS (±) 0 5 6 P/N: COBRA MM-014 (N) U-BOLT -----~--q,=;=;=\"P (HOG.) (N) CROSSOVER D (N) 3"¢ PIPE ---~-d<V (N) 2.5"¢ STD ------1 CROSSOVER ARM CROSSOVER PLATE KIT SITE PRO SCX2-K, TYP. PLAN VIEW (E) TOWER SUPPORT ARMS (N) 2.5"¢ STD PIPE CROSSOVER ARM (N) 3"¢ PIPE~ (N) 2.5"¢ STD CROSSOVER ARM (N) 3"¢ PIPE -~-i (N) HDG USS FLATWASHER & LOCKWASHER (N) HOG HEAVY 2H HEX NUT MOUNTING -ISOMETRIC (N) ANTENNA SUPPORT BEAM MANUFACTURER: COMMSCOPE MODEL NO.: F-65C-R1 DIMENSIONS: CONNECTOR TYPE: TOTAL A 96.0" (2) 4.3-1 0 FEMALE WEIGHT : B 15.6" CONNECTOR LOCATION: 9.0" 61.7 LBS C BOTTOM D FRONT VIEW B ------ TOP VIEW FRONT VIEW SIDE VIEW (N) COMMSCOPE PANEL ANTENNA MANUFACTURER: MODEL NO.: DIMENSIONS: PIPE DIAMETER: MAX: 115mm (4.5") MIN: 40mm (1.6") NOTE: AMPHENOL 36210008 TOTAL WEIGHT 15.2 LBS ANTENNA PIPE MASe-----i PER PLAN PROPOSED RRU PER PLAN TOP BRACKET MAY BE VALMONT MODEL DB380 ALSO IF NO DOWNTIL T OF ANTENNA IS REQUIRED. (N) ANTENNA AND RRU MOUNTING 24"x36" SCALE: NTS 11"x17" SCALE: NTS PROPOSED ANTENNA PER PLAN ~--NEW 36210008 3-POINT MOUNTING AND DOWNTILT BRACKET 24"x36" SCALE: NTS 11 "x1 7" SCALE: NTS 1 2 3 12920 SE 38TH ST BELLEVUE, WA 98006 CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 m.sq,uarect . ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 9974012 DRAWN BY: yp CHECKED BY: MM C 06/07/2017 100% CD'S REVISED cc B 05/04/2017 100% CD'S FOR SUBMITTAL AA A 04/10/2017 90% CD'S FOR REVIEW YP REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSE PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SD06203A L 700 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM SHEET TITLE DETAILS SHEET NUMBER D-1 ------------------- TYPE SS TYPE TA TYPE VB TYPE XA TYPE GT TYPE GL LUG TYPE PG TYPE LJ TYPE HA TYPE RR TYPICAL CADWELD TYPES NOT USED NOT USED TYPE PH TYPE GR TYPE NC TYPE PC TYPE VS TYPE NX1 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 24"x36" SCALE: NTS 11"x17" SCALE: NTS 7 8 9 TO LOW NOISE AMPLIFIER UNITS (LNA) (WHEN REQUIRED) ANDTO TRANSMIT ANTENNA RECEIVE ANTENNA RX1/RX2 COAX JUMPER REQUIRED PER-------c'r MANUFACTURER'S RECOMMENDATION OR FOR EASE OF CONNECTION (TYP) CONNECTOR--------: WEATHERPROOFING KIT, TYP. 1 \ "'--,"\. __ ~ ........ ~·, .. , .. ,_ \\ . . \ FROM LNA (WHEN REQUIRED)-----==::::::::--\::,··,,_\~ .. " \ \ \ 2 AWG TINNED, SOLID COPPER ---~~ CONDUCTOR EXOTHERMIC WELD TO GROUNDING BUS C - ' ' ' ' ' ' ' ' L - \, GROUNDING BAR CONNECTION NOTES: .. 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-0424-T (TINNED). A LOCKBOX IS REQUIRED AT GRADE TASSCO PART # 351546. ANTENNA HEIGHT WILL DETERMINE NUMBER OF GROUNDING BARS AND THEIR LOCATION 24"x36" SCALE: NTS 11"x17" 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 ---l 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 ------ NEW RRU PER --~~ PLAN (TYP) 00000 00 0000 ANTENNA GROUND BAR -------i,:·::°' ::°' 0000•0 • #2AWG GREEN STRANDED -------< CONDUCTOR ANTENNA GROUNDING PLAN COAX GROUNDING KITS TYPICAL (6) MTC 976715 15' MTC 976720 -20' TWO HOLE LONG BARRE:1=----~~ COMPRESSION LUGS COAX GROUND KIT 0 0 0 0 0 0 0 0 00 00 MIN. #6 AWG STRANDED (GREEN JACKET) COPPER GROUND WIRE (BONDED TO GROUND BAR, TYP.) TOWER GROUND BAR 000000 000000 <l 0 000000 000000 0 o o ogggggggggggggg #2 AWG BARE COPPER GROUND CONDUCTOR TO MASTER GROUND BAR 24"x36" SCALE: NTS 11"x17" SCALE: NTS ~-3" FLEXIBLE CONDUIT 3" SCHED. 40 PVC 24"x36" SCALE: NTS 11"x77" SCALE: NTS 5 6 ----· ·--~--------------------------------------------- f, (e; 4 Q) Q) L" 0 0 16 0 @ 0 0 0 0 0 0 0 ' 0 0 0 0 lo ""' 0 0 0 0 0 0 0 0 0 0 ' SEE 1 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 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 "x 17" SCALE: NTS #6 AWG FROM ANTENNA CABLE GROUND KIT -------...__ GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER SEE DETAIL 3 7~J_-r--'f----'1l~--'f-7--_____ -f-ll-f--f" ©©©© ©©©©© © © ©© ©© © ©© 1 2 *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO WATER "-..___GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE TANK WATER MAIN OR GROUND RING ------~ * -GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. WIRE TO GROUND BAR CONNECTION 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS 3 12920 SE 38TH ST BELLEVUE, WA 98006 CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 '., ' ' m~$qµared ENGINEERS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: yp CHECKED BY: MM ---- C 06107/2017 100% CD'S REVISED cc B 05/04/2017 100% CD'S FOR SUBMITTAL AA A 04/10/2017 90% CD'S FOR REVIEW yp REV DATE DESCRIPTION BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SD06203A L?OO CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-1 CABLE LINE DIAGRAM fif ""'!ljli¾f MJ!il\ C~tt f,g, il'i 3.,1 ~+ual ir!'.fll:)~~i'.!2;'111r,:t:1t1 rt~ d.llffer iromi tne la~ut 1: :s~,;nk: ~q,;,,11 ~~l:.<1H ·~""""1 ! .i!\l;~i I!!' ) ~ ' ' .{ ~ -·-- 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS 1 12920 SE 38TH ST BELLEVUE, WA 98006 CROWN CASTLE 200 SPECTRUM CENTER DR, SUITE 1700 IRVINE, CA 92618 m .. ~(I~~ reel ENGINEERS, 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 (619) 997-4012 DRAWN BY: CHECKED BY: C 06/07/2017 100% CD'S REVISED B 05/04/2017 100% CD'S FOR SUBMITTAL A 04/10/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION VP MM cc AA VP BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EY ARE ACTING UNDER 11-iE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SD06203A L?00 CROWN CASTLE SITE ID: 824560 HOFFMAN 4901 EL CAMINO REAL CARLSBAD, CA 92008 MONOPALM SHEET TITLE CABLE LINE DIAGRAM SHEET NUMBER RF-1