Loading...
HomeMy WebLinkAboutAMEND 2019-0001; PCS 150 MOUNT KELLY; Administrative DeterminationSITE INFORMATION PROPERTY OWNER: APPLICANT: CITY OF CARLSBAD 405 OAK AVENUE CARLSBAD,CA 92024 SPRINT ADDRESS: 3730 FIFTH AVE SAN DIEGO.CA 92103 LAT/LONG TYPE: NAD-83 LATITUDE: LONGITUDE: 33° 9' 54.51" N 117° 19' 19.95"W ZONING JURISDICTION: CITY OF CARLSBAD (•V vvvv \ ,ZONING CLASSIFICATION: R-A-10,000 ~ CURRENT USE: ASSESSOR'S PARCEL NO.: UNMANNED TELECOMMUNICATIONS FACILITY 167-540-52 PROPOSED USE: UNMANNED TELECOMMUNICATIONS FACILITY TYPE OF CONSTRUCTION: V-B OCCUPANCY GROUP: U-2 PROJECT TEAM CLIENT REPRESENTATIVE: CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 PROJECT MANAGER: CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 CONTACT: CHRIS BROOKSBANK PH: (949) 930-4356 PROJECT MANAGER: SPRINT 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA92618 KRISTIN PRIESAND (714) 315-3921 REAL ESTATE SPECIALIST SERVICES: CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 CHRISTOPHER VOSS (949) 885-3710 ENGINEER: M SQUARED WIRELESS 1387 CALLE AVANZADO SAN CLEMENTE, CA 92673 CONTACT: MICHAEL MONTELLO PHONE: (949) 391-6824 CONSTRUCTION MANAGER: CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 CONTACT: GARNER MORALES A & E SPECIALIST: CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 ROMY ABLAO (949) 936-0084 CONSTRUCTION MANAGER: SPRINT HIKO ITOKAZU 619-954-3096 RF ENGINEER: SPRINT MAYURDESAI 858-650-4391 - VICINITY MAP DRIVING DIRECTIONS DIRECTIONS FROM SAN DIEGO INTERNATIONAL AIRPORT: 1. HEAD EAST ON N HARBOR DR 2. TURN LEFT ON W LAUREL ST 3. TURN LEFT ONTO 1-5 NORTH 4. TAKE EXIT 49 FOR TAMARACK AVE 5. TURN RIGHT ONTO TAMARACK AVE 6. TURN LEFT ONTO PARK DR 7. TURN LEFT ONTO WESTHAVEN DR 8. TURN RIGHT ONTO CHESTNUT AVE 9. TURN LEFT ONTO CELINDA DR 10. DESTINATION IS ON YOUR LEFT PROJECT: SITE CASCADE: SITE NAME: CCI SITE ID: ADDRESS: LATITUDE: LONGITUDE: SITE TYPE: PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY AN EXISTING WIRELESS INSTALLATION. THE SCOPE WILL CONSIST OF THE FOLLOWING: • REMOVE • RELOCATE • RELOCATE • RELOCATE • INSTALL • INSTALL • INSTALL • INSTALL (1) EXISTING SPRINT SECTOR FRAME MOUNT (4) EXISTING SPRINT PANEL ANTENNAS (2) EXISTING SPRINT 2500 MHZ RRH (2) EXISTING SPRINT 1900 MHZ RRH (1) NEW SPRINT RING MOUNT W/ SECTOR FRAMES (5) NEW SPRINT PANEL ANTENNAS, (3) PER SECTOR (6) NEW SPRINT 800 MHZ RRH @ ANTENNA LEVEL (1) NEW SPRINT 1-1/4" HYBRID CABLE • 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 IS NEW. ENGINEERING ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. • 2016 CALIFORNIA 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 WorkinQ Days Before You Dig UNDERGROUND SERVICE.ALERT OF SOUTHERN CAIJFORt,HA I PROJECT #-AMEND 2019-00011 &:.'----"~~~~~~~~~~_,,__,_/ DO MACRO UPGRADE SD03XC150 MT KELLY 880230 2237 JANIS WAY CARLSBAD, CA 92024 33° 9' 54.51" N 117° 19' 19.95" w MONOPALM CONSTRUCTION DRAWING DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET GN-1 GENERAL NOTES 1 A-1 SITE PLAN AND ENLARGED SITE PLAN i ~ A-2 EQUIPMENT LAYOUT A-3 ANTENNA LAYOUT A-4 ELEVATIONS A-5 ELEVATIONS D-1 DETAILS G-1 GROUNDING 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. SPRINT RF ENGINEER: DATE: SPRINT OPERATIONS: DATE: SITE ACQUISITION: CONSTRUCTION MANAGER: PROPERTY OWNER: ZONING: PROJECT MANAGER: CITY OF CARLSBAD , Administrative Permit I :~'.• No BmeKv:1-;-::;~--;;~-----;- Exib;, No. ,A ~;;:5:.zq:.. t j -- Sprint 3730 FIFTH AVE SAN DIEGO, CA 92103 CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 1387 CALLE AVANZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: NS CHECKED BY: MM ~ 02/27/2019 100% CD'S -JX COMMENTS EZG 5 11/26/2018 REVISED 100% CD'S EZG 4 10/10/2018 REVISED 100% CD'S EZG 3 09/20/2018 REVISED 100% CD'S EZG 2 08/13/2018 REVISED 100% CD'S TL 1 02/20/2018 REVISED 100% CD'S NS 0 02/07/2018 100% CD'S FOR SUBMITTAL NS A 12/12/2017 90% CD'S FOR REVIEW NS REV DATE DESCRIPTION BY DATE SIGNED: 03/06/2019 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS EY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT, MT KELLY SD03XC150 BU#880230 2237 JANIS WAY CARLSBAD, CA 92024 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 -SPRINT 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND SPRINT 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 LSPRINT, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOWN DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE SPACE FOR APPROVAL BY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY (E) CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO THE BEGINNING CONSTRUCTION. 15. SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE SUBCONTRACTOR SHALL PROTECT (E) IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL (E) ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ARCHITECT/ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, D) TRENCHING & EXCAVATION. 23. ALL (E) INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ARCHITECT/ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE (E) SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY SPRINT 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 SPRINT 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 SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS 'EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE (N) AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IECE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NO-OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED -NO SUBSTITUTIONS. 26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 -1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS -200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL-6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD GALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 800 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. SERVICE: 240/120V, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOMM". 34. ALL BOLTS SHALL BE STAINLESS STEEL GROUNDING NOTES: 1. COMPRESSION CONNECTIONS (2), 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", "I") WITH 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN (E) TOWER.THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 8. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. SITE WORK & DRAINAGE PART 1 -GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-CURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1.2 INSPECTION AND TESTING: A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY SUBCONTRACTORS INDEPENDENT TESTING LAB. THIS WORK TO BE COORDINATED BY THE SUBCONTRACTOR. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST 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 INSTALL/CONSTRUCT 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 SDIL 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 ----------------------- Sprint 3730 FIFTH AVE SAN DIEGO, CA 92103 CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA92618 1387 CAI.LE AVANZADO SAN CLEMENTE. CA 92673 (949) 391-6824 DRAWN BY: NS CHECKED BY: MM & 02/27/2019 100% CD'S -JX COMMENTS EZG 5 11/26/2018 REVISED 100% CD'S EZG 4 10/10/2018 REVISED 100% CD'S EZG 3 09/20/2018 REVISED 100% CD'S EZG 2 08/13/2018 REVISED 100% CD'S TL 1 02/20/2018 REVISED 100% CD'S NS 0 02/07/2018 100% CD'S FOR SUBMITTAL NS A 12/12/2017 90% CD'S FOR REVIEW NS REV DATE DESCRIPTION BY ,4) V DATE SIGNED: 03/06/2019 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ITHEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MT KELLY SD03XC150 BU#880230 2237 JANIS WAY CARLSBAD, CA 92024 MONOPALM SHEET TITLE GENERAL NOTES SHEET NUMBER GN-1 --" , .,_ "--fl.l\L-SjjALJ Administra.tive Permit ------------------------------ ~ase No. Amend 1011-0~ Exibit No. 5 D,~.;:o·:;,;·~=i;ii- _,,"'----.-LE .;1 ~~ 0 (E) RESIDENTIAL ROOFTOP, 1YP. 0 (E) CHAIN LINK FENCE 0 FOR ENLARGED SITE PLAN SEE: EB 0 (E) TREE, 1YP. 0 (E) LANDSCAPING 0 (E) WATER TANK KEYNOTES: 0 0 6 )----I I f _i ( \ \. \ \ . \. (E) SPRINT EQUIPMENT AREA n r::EJ) (E) SPRINT ANTENNA AREA (1\, \EJ) 3 ♦-· ••• \ ... "'-· . • I I ' . ''-...· ... · I / " . . . . .' -· ; .-;,/ "--· . .. .· .•· .·· . .·· . . ■.· / --....c.·.:.·.· ... ·. · .. ··.· -/ ----.:__~ I =~ I I I \ -0 ,2', I -0 \% .··-0.· I -······ NOTES: 1. THE WIRELESS COMMUNICATION FACILITY COMPLIES WITH FEDERAL STANDARDS FOR RADIO FREQUENCY IN ACCORDANCE WITH THE TELECOMMUNICATION ACT OF 1996 AND SUBSEQUENT AMENDMENTS AND ANY OTHER REQUIREMENTS IMPOSED BY STATE OR FEDERAL REGULATORY AGENCIES. 2. NO EXISTING PARKING STALLS ARE BEING ADDED OR REMOVED AS PART OF THE NEW INSTALLATION. 3. THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES, EASEMENTS, SETBACKS, AND EXISTING CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. SITE PLAN .0·, 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. 0 0 0//.• 0 . / / 0 24"x36" SCALE: 1" = 40' -0" 11"x17" SCALE: 1" = so· -0" o" 20· f' ·• I I \ I \ I \ I \ I I n "' t: :z 0 > 0 ;a I I \ I I I I I I I I I I I I J I I I I I I I J I J I I I J I I APN:167-540-52 I 6 r----,,, -------7 ♦-·· ••••• • 80' 1 ENLARGED SITE PLAN 8 •·· • •••••• ·····-♦ I I ... I I I ._ .. I I I I I I I I I I I I I I I I I ·-·············-· I I •••••••• 24"x36" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16"= 1'-0" o" • 4' • I I I I I I I ,' i,.~ 0 1 6' i:""'l 2 Sprint 3730 FIFTH AVE SAN DIEGO, CA 92103 CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 MSQUAR &l vVIRELESS~ 13117 CALLE AVANZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: .& 02/27/2019 100% CD'S -JX COMMENTS 5 11/26/2018 REVISED 100% CD'S 4 10/10/2018 REVISED 100% CD'S 3 09/20/2018 REVISED 100% CD'S 2 08/13/2018 REVISED 100% CD'S 1 02/20/2018 REVISED 100% CD'S 0 02/07/2018 100% CD'S FOR SUBMITTAL A 12/12/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION DATE SIGNED: 03/06/2019 NS MM EZG EZG EZG EZG TL NS NS NS 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. MT KELLY SD03XC150 BU#880230 2237 JANIS WAY CARLSBAD, CA 92024 MONOPALM SHEET TITLE SITE PLAN AND ENLARGED SITE PLAN SHEET NUMBER A-1 I Case No. E\mtw:{ 'ZOI~ -OC:O! :xibit No. C,. ~ Date ~~'l~l'\ ·------------------------------------ 0 0 0 0 0 0 0 0 0 <3> 0 0 0 0 0 0 0 (E) CMU WALL EQUIPMENT ENCLOSURE (E) SPRINT BBU CABINET (E) SPRINT POWER CABINET (E) SPRINT RF CABINET (E) SPRINT TELCO CABINET (E) SPRINT ELECTRICAL PANEL (E) SPRINT H-FRAME, TYP (E) SPRINT TELCO CABINET (E) SPRINT COAX CABLE FRAME (E) SPRINT GPS ANTENNA TO REMAIN; (1) TOTAL (E) PVC STUB-UP CONDUIT, TYP; (3) TOTAL (E) SPRINT MASTER GROUND BAR (E) SPRINT CONCRETE PLATFORM (E) SPRINT CHAIN LINK FENCE EQUIPMENT ENCLOSURE (E) SPRINT ACCESS GATE (E) SPRINT 1 ODA DISCONNECT SWITCH (E) SPRINT MANUAL TRANSFER SWITCH AND 1 ODA GENERATOR KEYNOTES: - 15 17 1 6 >------------,\ ----------"\ r--------- ----11 -------------V --------------' --------r 7 I I ------Ir .. ----.. ----.--.. -.. -/.-_-.. -_-.-.~--x•-_-_ -_ -_->c_/,__--~--,~---~ ___ '_ -_-_-_-_-_'~~~~:' -3--,:'' ~-'_,_A 4 ,.'~~~~~-'--_-_-_-_,_-~~--,.-------~,_,-5 /,.__' =---------'---.'--,"-------'-.-.-.-' <( w Q'. <( 14 .·· . f-z w ' ::, . o_ -::J :.,. 0 w I w r--_J -1, f-(fl <( u z :,:: 0 Q'. 1 I ;,-----~ 13 )----~/ I ,,00,I u ~ w ~ .· . _.. .· ./ .· .. / . . I I\ I . \ . . 9 I \ ~---<10 ±23'-10" (E) CROWN CASTLE EQUIPMENT AREA EXISTING EQUIPMENT LAYOUT NOTES: 1. NO MODIFICATION TO EXISTING GROUND LEVEL EQUIPMENT. - 15 . 17 14 I .· . ./ <( . w Q'. <( ---------\ r--------------\} ------- -----------V ------------------: -------- x• ----r / 2~ x---x---x---x-~-, /:----..x---x ~,--_--_-__c--A 3 )-----<. 4 >-----~ 5 "-6/>--- 16 \ . . I I I I X .· f-. z w .· ::, o_ . ::J 0 :.,. w _.· I w r--_J -1, f-(fl I <( u z :,:: 0 1 Q'. u ~ w ~ . I 0 I n 00--....I ' 4L0 I .· 13 0 ---.·· f\, . I . \ • .· 9 I \ 10 ±23'-10" (E) CROWN CASTLE EQUIPMENT AREA NEW EQUIPMENT LAYOUT I L 1 l I 24"x36" SCALE: 3/8" = 1 '-0" 11"x17" SCALE: 3/16" = 1'-o" 24"x36" SCALE: 3/8" = 1 '-0" 11"x17" SCALE: 3/16" = 1'-0" o" 1 · 2· ~' 11 Mn 4' ··:-, 1 o" 1 • 2 Sprint 3730 FIFTH AVE SAN DIEGO, CA 92103 -CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 13117 CALLE AVANZADO SAN CLEMENTE CA 92673 (949) 391-68.24 DRAWN BY: NS CHECKED BY: MM & 02/27/2019 100% CD'S -JX COMMENTS EZG 5 11/26/2018 REVISED 100% CD'S EZG 4 10/10/2018 REVISED 100% CD'S EZG 3 09/20/2018 REVISED 100% CD'S EZG 2 08/13/2018 REVISED 100% CD'S TL 1 02/20/2018 REVISED 100% CD'S NS 0 02/07/2018 100% CD'S FOR SUBMITTAL NS A 12/1212017 90% CD'S FOR REVIEW NS REV DATE DESCRIPTION BY ~\<Of ESS/o,v4 CJc"<:i ~v-~-W/;41/: "1, ~& (q.,~ El...., ~ /8 ,I) 50541, g; ,'} P\l'' ~-c1v1~4 ~v l:oF c1;1..1'<0 DATE SIGNED: 03/06/2019 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS 111,EY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MT KELLY SD03XC150 BU# 880230 2237 JANIS WAY CARLSBAD, CA 92024 MONOPALM SHEET TITLE EQUIPMENT LAYOUT SHEET NUMBER A-2 CITY OF CARLSBAD Administrative Permit CaseNo. Jl.\mRnd .2019-· Exibit No. ])-·--D-a-te'o--.. -."2-9---\cj-I I NEW OPTIMAL ANTENNA & TRANSMISSION CABLES REQUIREMENTS ANTENNA MAKE AND MODEL (VERIFY WITH CURRENT RFDS) ANTENNA TECHNOLOGY ANTENNA EXISTING FINAL POSITION COUNT <( 1 2500 MHZ 1 (E) RFS/CELLWAVE APXVTM14-ALU-I20 (E) RFS/CELLWAVE APXVTM14-ALU-I20 Ck'. 2 800 MHz 1 -(N) RFS/CELWAVE APXVSPP-18-C-A20 (DUAL) 0 >-3 1900 MHZ 1 (E) RFS/CELLWAVE APXVSPP18-C-A20 (E) RFS/CELLWAVE APXVSPP18-C-A20 0 w (/) 4 ---- OJ 1 2500 MHZ 1 (E) RFS/CELLWAVE APXVTM14-ALU-I20 (E) RFS/CELLWAVE APXVTM14-ALU-I20 Ck'. 2 800 MHz 1 -(N) RFS/CELWAVE APXVSPP-18-C-A20 (DUAL) 0 >-1 (E) RFS/CELLWAVE APXVSPP18-C-A20 (E) RFS/CELLWAVE APXVSPP18-C-A20 0 3 1900 MHZ w (/) 4 ---- () 1 2500-MHZ 1 -(N) RFS/CELWAVE APXVTM14-ALU-120 Ck'. 2 800 MHz 1 -(N) RFS/CELWAVE APXVSPP-18-C-A20 (DUAL) 0 >-3 1900 MHZ (N) RFS/CELWAVE APXVSPP-18-C-A20 (DUAL) 0 1 -w (/) 4 ---- X REMOTE RADIO HEADS DC CABLES ANTENNA RRH MAKE AND MODEL RRH LENGTH AWG POSITION COUNT <( 1 (E) ALCATEL LUCENT 2500 MHZ 1 ±130' - Ck'. 2 (N) ALCATEL LUCENT 800 MHZ 2 ±130' -0 >-() w 3 (E) ALCATEL LUCENT 1900 MHZ 1 ±130' - (/) 4 ---- OJ 1 (E) ALCATEL LUCENT 2500 MHZ 1 ±130' - Ck'. 2 (N) ALCATEL LUCENT 800 MHZ 2 ±130' -0 >-±130' -() 3 (E) ALCATEL LUCENT 1900 MHZ 1 w (/) 4 ---- 0 1 (N) ALCATEL LUCENT 2500 MHZ 1 ±130' - Ck'. 2 (N) ALCATEL LUCENT 800 MHZ 2 ±130' -0 >-3 () w (N) ALCATEL LUCENT1900 MHZ 1 ±130' - (/) 4 ---- ANTENNA & EQUIPMENT SCHEDULE (E) MONOPALM (E) SPRINT SECTOR FRAME MOUNT TO BE REMOVED (E) SPRINT PANEL ANTENNAS TO BE RELOCATED; (4) TOTAL (E) SPRINT 1900 MHZ RRH TO BE RELOCATED; (3) TOTAL (E) SPRINT 2500 MHZ RRH TO BE RELOCATED; (2) TOTAL (E) RELOCATED SPRINT 1900 MHZ RRH MOUNTED ON (N) RING MOUNT; (2) (3\/5\ TOTAL~ 0 0 0 0 0 0 0 (E) RELOCATED SPRINT (3\(6\ 2500 MHZ RRH MOUNTED ON (N) RING MOUNT; (2) TOTAL ~ 0 (E) ~ RELOCATED SPRINT PANEL ANTENNAS MOUNTED ON (N) RING MOUNT; (4) TOTAL o=ii5=io=i 0 <3> 0 (N) SPRINT 2500 MHZ PANEL ANTENNA MOUNTED ON (N) PIPE; (1) PER SECTOR; (1) TOTAL ~ (N) SPRINT 800/1900 MHZ 0/7\ PANEL ANTENNA MOUNTED TO (N) PIPE MOUNT; (1) PER SECTOR, (4) TOTAL~ 0 0 0 (N) SPRINT 1900 MHZ RRH MOUNTED TO (N) PIPE MOUNT; (1) TOTAL ~ ~ {N) SPRINT 800 MHZ RRH STACK MOUNTED TO (N) PIPE MOUNT; (2) PER SECTOR, (6) (N) SPRINT 2500 MHZ RRH MOUNTED TO (N) PIPE MOUNT; (1) TOTAL ~ ~ (N) SPRINT 1-1/4" CABLE TO FOLLOW EXISTING CABLE ROUTE; (1) TOTAL @ 0 (N) SPRINT RING MOUNT W/ SECTOR FRAMES @ KEYNOTES: TOTAL~ ~ RAD CENTER AZIMUTH TRANSMISSION LINE EXISTING 45'-0" - 45'-0" - 45'-0" - 45'-0" - - - - - FINAL EXISTING FINAL CABLE FEEDER TYPE LENGTH 45'-0" 40° so· ±130' (E) HYBRID 45'-0" -so· ±130' (N) HCS (SHARED) 45'-0" 40° so· ±130' (E) FIBER ----- 45'-0" 150• 130° ±130' (E) HYBRID 45'-0" -130° ±130' (N) HCS (SHARED) 45'-0" 150• 130° ±130' (E) FIBER ----- 45'-0" -220· -- 45'-0" -220" ±130' (N) HCS (SHARED) 45'-0" 220° --- ----- NOTES TO CONTRACTOR: 1. CONTRACTOR IS TO REFER TO SPRINTS 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: 1. (E) PALM FRONDS NOT SHOWN FOR CLARITY. 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 2015 IBC/2016 CBC AND EIA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 6. RELOCATE PALM FRONDS IF NECESSARY TO BE VERIFIED IN FIELD NEW ANTENNA PLAN 3 8 7 10 9 9 8 -------- 3 5 3 9 0 3 4 5 24"x36" SCALE: 3/8" = 1 '-0" 11"x17" SCALE: 3/16" = 7 '-0" 9 0 0 24"x36" SCALE: 3/8" = 7 '-0" 11"x17" SCALE: 3/16" = 7 '-0" o" 1' 0 >----< 8 o" 1 • f " 1 2 Sprint 3730 FIFTH AVE SAN DIEGO, CA 92103 CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 1387 CAI.I.IE AVANZADO SAiii CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: NS CHECKED BY: MM & 02/27/2019 100% CD'S -JX COMMENTS EZG 5 11/26/2018 REVISED 100% CD'S EZG 4 10/10/2018 REVISED 100% CD'S EZG 3 09/20/2018 REVISED 100% CD'S EZG 2 08/13/2018 REVISED 100% CD'S TL 1 02/20/2018 REVISED 100% CD'S NS 0 02/07/2018 100% CD'S FOR SUBMITTAL NS A 12/12/2017 90% CD'S FOR REVIEW NS REV DATE DESCRIPTION BY DATE SIGNED: 03/06/2019 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. MT KELLY SD03XC150 BU#880230 2237 JANIS WAY CARLSBAD, CA 92024 MONOPALM SHEET TITLE ANTENNA LAYOUT SHEET NUMBER A-3 CaseNo . .Aro,end '.2.0t"\-0001 Exibit No. £-----D"', ?,-2.., • l"j 0 0 0 0 0 0 0 (E) MONOPALM (E) WOOD FENCE (E) WATER TANK (E) CHAIN LINK FENCE (E) SPRINT OUTDOOR CHAIN LINK FENCE EQUIPMENT ENCLOSURE (E) SPRINT EQUIPMENT AREA ACCESS DOOR (E) CMU WALL EQUIPMENT ENCLOSURE KEYNOTES: ~ TOP OF EXISTING MONOPALM ±50'-o" A.G.L. 0 (E) SPRINT 1 ODA DISCONNECT SWITCH 0 (E) SPRINT MANUAL TRANSFER SWITCH AND 1 DOA GENERATOR 0 (E) SPRINT SECTOR FRAME MOUNT TO BE REMOVED AND REPLACED 0 (E) SPRINT PANEL ANTENNAS TO BE RELOCATED; ( 4) TOTAL 0 (E) SPRINT 1900 MHZ RRH TO RE RELOCATED; (2) TOTAL 0 (E) SPRINT 2500 MHZ RRH TO BE RELOCATED; (2) TOTAL ~14 (E) RELOCATED SPRINT 1900 MHZ RRH MOUNTED ON ~ V (N) RING MOUNT; (3) TOTAL ~ 11 "'~---~ TOP OF EXISTING SPRINT PANEL ANTENNAS ±48' -0" A.G.L. '-, .,_='=,-=-;,...,.==.:.::~:..c:..:.:_---'-'-"-'=--'--"--'--"=-=---------"~===== 1> TOP OF EXISTING SPRINT PANEL ANTENNAS __ "'r ±47'-5" A.G.L. cl,, RAD CENTER OF EXISTING SPRINT PANEL ANTENNAS _________ _ V 45'-Q" A.G.L. -- 4 )----11: ~ TOP OF EQUIPMENT ENCLOSURE 10'-0" AGL ~ GROUND LEVEL o'-o" AGL EXISTING NORTH ELEVATION 2 8 12 5 24"x36" SCALE: 3/16" 11"x17" SCALE: 3/32" 1 1 ~ --7 1 '-0" 1'-0" 0 0 0 0 0 0 o" 2· r ,. It (E) RELOCATED SPRINT 2500 MHZ RRH MOUNTED ON (N) RING MOUNT; (2) TOTAL ~ ~ (E) RELOCATED SPRINT PANEL ANTENNAS MOUNTED ON (N) RING MOUNT; (4) TOTAL o=io=iD=1 (N) SPRINT 800/1900 MHZ PANEL ANTENNA MOUNTED TO (N) PIPE MOUNT; ~ (1) PER SECTOR, (4) TOTAL ~ (N) SPRINT 800 MHZ RRH STACK MOUNTED TO (N) PIPE MOUNT; (2) PER SECTOR, (N) SPRINT 1-1/4" CABLE TO FOLLOW EXISTING CABLE ROUTE; (1) TOTAL @ (N) SPRINT RING MOUNT W/ SECTOR FRAMES @ (6) TOTAL (}Y4'\ ~ ~ TOP OF EXISTING MONOPALM ±50' -0" A.G.L. \_ E "------\~,/"/-:.~"~"' _~o__.6,.-', N""""'AEW=;_Gi-.Lc'~~E~X~IST~IN~G~S_P_RI_N_T~P_A~N~E~L_A_N_T~N_NA_S ____ ~ ~ :~.~~"NA~.L~ EXISTING SPRINT PANEL ANTENNAS ------- cl,, RAD CENTER OF NEW & EXISTING SPRINT PANEL ANTENNAS _______ _ "'r 45'-0" A.G.L. 3 ~ TOP OF EQUIPMENT ENCLOSURE 10'-0" AGL 0---1 9 ~ GROUND LEVEL o'-o" AGL 1 NEW NORTH ELEVATION 2 8 19 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. 3. NEW ANTENNAS & RRHS TO BE PAINTED TO MATCH OR SOCKED. 16 20 1 6 14 17 18 15 i ,, '1 .I I ' ' l 18 ' I I 3 ,, I J I ""' I I I I I 5 I .. -••·r I I ' 7 24"x36" SCALE: 3/16" = 1 '-0" 11"x17" SCALE: 3/32" = 1 '-0" 2 Sprint 3730 FIFTH AVE SAN DIEGO, CA 92103 CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 1387 CAI.LE AVANZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: NS CHECKED BY: MM & 02/27/2019 100% CD'S -JX COMMENTS EZG 5 11/26/2018 REVISED 100% CD'S EZG 4 10/10/2018 REVISED 100% CD'S EZG 3 09/20/2018 REVISED 100% CD'S EZG 2 08/13/2018 REVISED 100% CD'S TL 1 02/20/2018 REVISED 100% CD'S NS 0 02/07/2018 100% CD'S FOR SUBMITTAL NS A 12/12/2017 90% CD'S FOR REVIEW NS REV DATE DESCRIPTION BY DATE SIGNED: 03/06/2019 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. MT KELLY SD03XC150 BU# 880230 2237 JANIS WAY CARLSBAD, CA 92024 MONOPALM SHEET TITLE ELEVATIONS SHEET NUMBER A-4 CITY OF CARLSBAD .c· ----·-·-I Exibit No. ~E~ __ Da•,'3..".'..7-.'\.--..11 ' ,__ _________ , ........ .....,.~-=~ 0 0 0 0 0 0 (E) MONOPALM (E) WATER TANK (E) CMU WALL EQUIPMENT ENCLOSURE (E) SPRINT SECTOR FRAME MOUNT TO BE REMOVED AND REPLACED (E) SPRINT PANEL ANTENNAS TO BE RELOCATED; ( 4) TOTAL (E) SPRINT 1900 MHZ RRH TO RE RELOCATED; (2) TOTAL 0 (E) SPRINT 2500 MHZ RRH TO BE RELOCATED; (2) TOTAL KEYNOTES: ""~---~ TOP OF EXISTING SPRINT PANEL ANTENNAS ±48' -0" A.G.L. '--'----===== _.;d,.111--'T::.O::..P,..::..O'.,..F .-,Ec:.X::,IS'-'T-"I N-"G'---"S::..P.:.:R:.:.I N:.:_T_:..cPA-"N-"E"'L'-'-'ANc.:.Tc:cEcc_N::..N::.:A:c:_S _______ __-- V ±47'-5" A.G.L. _ABAD CENTER OF EXISTING_SPRINT_PANEL ANTENNAS _______ _ "V45' -0" A.G.L. ~ TOP OF EQUIPMENT ENCLOSURE 10'-0" AGL ~ GROUND LEVEL 0'-0" AGL EXISTING SOUTH ELEVATION 0 0 <3> 0 0 0 (E) RELOCATED SPRINT 1900 MHZ RRH MOUNTED ON ~ (N) RING MOUNT; (3) TOTAL ~ (E) RELOCATED SPRINT 2500 MHZ RRH MOUNTED ON ~ (N) RING MOUNT; (2) TOTAL ~ (E) RELOCATED SPRINT PANEL ANTENNAS MOUNTED ~ ON (N) RING MOUNT; (4) TOTAL D-1 D-1 D-1 (N) SPRINT 2500 MHZ PANEL ANTENNAS MOUNTED ON ~ (N) RING MOUNT; (1) TOTAL ~ (N) SPRINT 800/1900 MHZ PANEL ANTENNA MOUNTED TO ~ (N) PIPE MOUNT; (1) PER SECTOR, (4) TOTAL ~ (N) SPRINT 1900 MHZ RRH MOUNTED TO (N) PIPE MOUNT; (1) TOTAL 0 (N) SPRINT 2500 MHZ RRH MOUNTED TO (N) PIPE MOUNT; (1) TOTAL 7 . < 5 ,.. i : • ' ' ' ' --,-•:, .. . . ' .. ·,_ 0s 6 - . . 1 2 24"x36" SCALE: 3/ 1 6" = 1 '-0" 11 "xl 7" SCALE: 3/32" = 1 '-0" o" 2' > 1 (N) SPRINT 800 MHZ RRH STACK MOUNTED TO (N) PIPE (2) PER SECTOR, (6) TOTAL MOUNT;~ ~ (N) SPRINT RING MOUNT W/ SECTOR FRAMES @ 0 0 0 (N) SPRINT 1-1/4" CABLE TO FOLLOW EXISTING CABLE ROUTE; (1) TOTAL (1\ \237 ~ TOP OF EXISTING MONOPALM ±50' -0" A.G.L. ~ TOP OF NEW SPRINT PANEL ANTENNAS ±48' -0" A.G.L. ~TOP, OF0 NEW SPRINT PANEL ANTENNAS ±47 -5 A.G.L. ~ RA? C,!'NTER OF NEW SPRINT PANEL ANTENNAS ___________ _ 45 -0 A.G.L. ~ TOP OF EQUIPMENT ENCLOSURE 10'-0" AGL ~ GROUND LEVEL o· -0" AGL NEW SOUTH ELEVATION ------------ 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. 3. NEW ANTENNAS & RRHS TO BE PAINTED TO MATCH OR SOCKED. 9 >----< 10 I •r-+-----< 17 ,:!.:: ,. I I i.:-l--- ' I-----< ,----"---'--~ ,__ __ ---< 2 0-----?-.... -..... -..... -... -...... -.' .. -' r" ~··· i 24"x36" SCALE: 3/16" = 1 '-0" 11"x17" SCALE: 3/32" = 1 '-0" o" 2' 2 Sprint - 3730 FIFTH AVE SAN DIEGO, CA 92103 -CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 1387 CAI.LE AVAIIZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: NS CHECKED BY: MM & 02/27/2019 100% CD'S -JX COMMENTS EZG 5 11/26/2018 REVISED 100% CD'S EZG 4 10/10/2018 REVISED 100% CD'S EZG 3 09/20/2018 REVISED 100% CD'S EZG 2 08/13/2018 REVISED 100% CD'S TL 1 02/20/2018 REVISED 100% CD'S NS 0 02/07/2018 100% CD'S FOR SUBMITTAL NS A 12/12/2017 90% CD'S FOR REVIEW NS REV DATE DESCRIPTION BY DATE SIGNED: 03/06/2019 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ll-iEY ARE ACTING UNDER ll-iE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER ll-ilS DOCUMENT. MT KELLY SD03XC150 BU#880230 2237 JANIS WAY CARLSBAD, CA 92024 MONOPALM SHEET TITLE ELEVATIONS SHEET NUMBER A-5 CHYDP= -,,D . - CaseNo 8mP+::A 2.0t'\-} ;;;;-;:;a. a --=-~-;;-:¼~'i-~'t j MANUFACTURER: RFS/CELWAVE MODEL NO.: APXVSPP-18-C-A20 DIMENSIONS: CONNECTOR 1YPE: TOTAL A 72 IN 7-16 DIN FEMALE WEIGHT : B 11.8 IN CONNECTOR LOCATION: 57 LB C 7 IN BOTTOM B . . D TOP VIEW FRONT VIEW (N) & (E) 800/1900 MHZ PANEL ANTENNA MANUFACTURER: RFS/CELWAVE MODEL NO.: APXVTM 14-C-I20 DIMENSIONS: CONNECTOR 1YPE: TOTAL A 56.3 IN 4.1-9.5 DIN FEMALE WEIGHT : B 12.6 IN CONNECTOR LOCATION: 56.2 LB C 6.3 IN BOTTOM B . <( ( J TOP VIEW FRONT VIEW (N) & (E) 2500 MHZ PANEL ANTENNA NOT USED SIDE VIEW 24""x36'" SCALE: NTS 11"x17" SCALE: NTS ~I SIDE VIEW 24"x36" SCALE: NTS 11"x17" SCALE: NTS 24"x36" SCALE: NTS 11"x17" SCALE: NTS 7 8 9 9.8" ,... .. ,, PROFILE (N) 800MHz RRH 11 . 1 " FRONT VIEW ' "' N 12.9" FRONT VIEW PROFILE (N) and (E) 1900MHz RRH MANUFACTURER: ALCATEL LUCENT MODEL NO.: TD-RRH8X20-25 5. 7" DIMENSIONS: z5.4·· X 17.5" X 5.7" TOTAL ±66 LBS. WEIGHT : 1-,l D PLAN VIEW SIDE VIEW (N) and (E) 2500 MHz RRH --------·-------~·------------- MANUFACTURER: MODEL NO.: DIMENSIONS: TOTAL WEIGHT : 0 O@ ALCATEL LUCENT 800 MHZ RRU 15.7" X 12.9" X / \; 53 0 0 '. ,_ LBS. 9.8" PLAN VIEW 25.37" MANUFACTURER: MODEL NO.: DIMENSIONS: TOTAL WEIGHT : 24"x36" SCALE: NTS 11··x17" SCALE: NTS ALCATEL LUCENT 1900 MHZ RRU 25" X 1 1 .1 " X 11.4" 60 LBS. PLAN VIEW ' 0 0 24"x36" SCALE: NTS 11"x17" SCALE: NTS 17.5" . I 0 0 0 0 FRONT VIEW 24"x36" SCALE: NTS 11 "x 1 7" SCALE: NTS 4 5 6 MANUFACTURER: RFS MODEL NO.: HB114-13U3M12-XXXF RESISTANCE 0.27 Q/kft (OUTER CONDUCTOR ARMOR): RESISTANCE 0.42 Q/kft (POWER CABLE): NOMINAL CABLE WEIGHT: .992 LBS/FT MIN BENDING RADIUS: SINGLE:6 IN REPEATED: 10 IN (N) HCS 3X18 VALMONT SITE PRO RMV12-3XX RING MOUNT TRIPLET-ARM FOR 9 ANTENNAS FOR 12" -45" DIAMETER POLES •oR APPROVED EQUIVALENT ISO VIEW 0.217 [5.50] 12 CHANNEL FIBER DIST. QTY.:3 0.117 [2.97] INSULATED EPOXY GLASS ROD ANTENNA MOUNTING PIPE 24"x36" SCALE: NTS 11 "x 17" SCALE: NTS PLAN VIEW (N) ANTENNA RING MOUNT 24"x36" SCALE: NTS 11"x17" SCALE: NTS ANTENNA PIPE PER PLAN PROPOSED RRU PER PLAN MAS PROPOSED ANTENNA PER PLAN ~--NEW 3-POINT MOUNTING AND DOWNTILT BRACKET (N) ANTENNA AND (N) RRU MOUNTING 24'"x36"" SCALE: NTS 11 "x 17" SCALE: NTS 1 2 3 Sprint 3730 FIFTH AVE SAN DIEGO, CA 92103 CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 MS UAR 'WIRELESS 1387 CALLE AVANZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: CHECKED BY: & 02/27/2019 100% CD'S -JX COMMENTS 5 11/26/2018 REVISED 100% CD'S 4 10/10/2018 REVISED 100% CD'S 3 09/20/2018 REVISED 100% CD'S 2 08/13/2018 REVISED 100% CD'S 1 02/20/2018 REVISED 100% CD'S 0 02/07/2018 100% CD'S FOR SUBMITTAL A 12/12/2017 90% CD'S FOR REVIEW REV DATE DESCRIPTION DATE SIGNED: 03/06/2019 NS MM EZG EZG EZG EZG TL NS NS NS BY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. MT KELLY SD03XC150 BU# 880230 2237 JANIS WAY CARLSBAD, CA 92024 MONOPALM SHEET TITLE DETAILS SHEET NUMBER - CITY OF CARLSB Administrative Permit -·-·--·----------Exibit No. __.l-tu_ __ Date'3-%9 ~ l<i 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 NC TYPE VS TYPE GR TYPE PC TYPE NX1 24"x36" SCALE: NTS 11"x17" SCALE: NTS 24"x36" SCALE: NTS 11 "x 1 7" 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 COAX JUMPER REQUIRED PE'R------ MANUFACTURER'S RECOMMENDATION OR FOR OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT, TYP. EASE r - ' ' ' ' ' ' ' ' L - 1 r -7 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' L -J \, r -7 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' L -J __ ,,.,.----- i __ /,, __.,-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 \ ' :·, .. ,...... \ . . \ FROM LNA (WHEN REQUIREG}---~-':::::::::-'\'::,_·.~\~--~ \\ \ / 2 AWG TINNED, SOLID COPP~-1:.-~--.....- CONDUCTOR EXOTHERMIC WELD TO GROUNDING BUS ----------- 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 GROUNDING BAR CONNECTION 24"x36" SCALE: NTS 11"x17" SCALE: NTS 4 ANTENNA (TYP.), NUMBER OF----, ANTENNAS REPRESENTED IN THIS DETAIL ARE FOR SHOWING CLARITY OF GROUND SYSTEM REQUIREMENTS ONLY. 1/2" COAX JUMPER -------; NEW RRU PER ---~ PLAN (TYP) NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT ABEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER MIN. #6 AWG STRANDED {GREEN JACKET) COPPER GROUND WIRE {BONDED TO GROUND BAR, TYP.) 000000 000000 .,o O 000000 000000 0" :gggggggggggggg TOWER GROUND BAR #2 AWG BARE COPPER GROUND CONDUCTOR TO MASTER GROUND BAR #2AWG GREEN STRANDED -------< CONDUCTOR ANTENNA GROUNDING PLAN COAX GROUNDING KITS TYPICAL (6) MTC 976715 15' MTC 976720 -20' TWO HOLE LONG BARREl---------- COMPRESSION LUGS COAX GROUND KIT 0 0 0 0 0 0 0 0 00 00 24"x36" SCALE: NTS 11 "x1 7" SCALE: NTS ....__ 3" FLEXIBLE CONDUIT 3" SCHED. 40 PVC 24"x36" SCALE: NTS 11"x17" SCALE: NTS 5 6 f2 .. 4 Q) Q) 7 .. ' @ 0 ! TT, 0 0 ~ 0 0 @ 0 0 0 0 0 ' 0 0 0 "" 0 0 0 la 0 0 0 0 0 @o 0 o::Io 0 ' 0 0 0 ' -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 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) 24"x36" SCALE: NTS 11"x17" SCALE: NTS GROUNDING WIRE CONNECTION 24"x36" SCALE: NTS 7 1"x17" SCALE: NTS #6 AWG FROM ANTENNA CABLE GROUND KIT -------... GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER SEE DETAIL 3 --~ ©©©© ©©©©© © © ©© ©© © ©© 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"x17" SCALE: NTS 3 Sprint 3730 FIFTH AVE SAN DIEGO, CA 92103 CROWN CASTLE 200 SPECTRUM CENTER DR., STE. 1700, IRVINE, CA 92618 1387 CALLIE AVANZADO SAN CLEMENTE CA 92673 (949) 391-6824 DRAWN BY: NS CHECKED BY: MM & 02/27/2019 100% CD'S -JX COMMENTS EZG 5 11/26/2018 REVISED 100% CD'S EZG 4 10/10/2018 REVISED 100% CD'S EZG 3 09/20/2018 REVISED 100% CD'S EZG 2 08/13/2018 REVISED 100% CD'S TL 1 02/20/2018 REVISED 100% CD'S NS 0 02/07/2018 100% CD'S FOR SUBMITTAL NS A 12/12/2017 90% CD'S FOR REVIEW NS REV DATE DESCRIPTION BY DATE SIGNED: 03/06/2019 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. MT KELLY SD03XC150 BU#880230 2237 JANIS WAY CARLSBAD, CA 92024 MONOPALM SHEET TITLE GROUNDING DETAILS SHEET NUMBER Case No. Amend :2,0 \°I~ 00:,\ E~bit N~:-y· Date '3-29 -f'