HomeMy WebLinkAboutADM22-0057 PlansREFERENCE DOCUMENTSAPPLICABLE CODESSHEET #SHEET DESCRIPTIONDRAWING INDEXPROJECT: T-MOBILE REPLACEMENTSITE NUMBER:SITE NAME:SITE TYPE:CITY:COUNTY:JURISDICTION:OROVILLEBUTTE COUNTYBUTTE COUNTYSC14155AROYAL OAKS-VERIZONMONOPINEVICINITY MAPISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833T-1SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLTITLE SHEETCALL CALIFORNIA ONE CALL(800) 422-4133CALL 3 WORKING DAYSBEFORE YOU DIG!RDRIVING DIRECTIONS·HEAD WEST TOWARD CREEKSIDE OAKS DR·TURN LEFT TOWARD CREEKSIDE OAKS DR·TURN RIGHT ONTO CREEKSIDE OAKS DR·TURN LEFT ONTO CAPITAL PARK DR·TURN LEFT ONTO NATOMAS PARK DR·TURN RIGHT AT THE 1ST CROSS STREET ONTO GARDEN HWY·USE THE RIGHT LANE TO MERGE ONTO I-5 N VIA THE RAMP TO REDDING·MERGE ONTO I-5 N·KEEP LEFT TO STAY ON I-5 N·TAKE EXIT 525B FOR CA-99 TOWARD YUBA CITY/MARYSVILLE·CONTINUE ONTO CA-99 N·KEEP LEFT TO STAY ON CA-99 N·USE THE RIGHT LANE TO TAKE THE CA-70 RAMP TO MARYSVILLE/OROVILLE·CONTINUE ONTO CA-70 N·TURN RIGHT ONTO STATE HWY 70 E/9TH ST (SIGNS FOR OROVILLE)·USE ANY LANE TO TURN LEFT ONTO CA-70 N/B ST·CONTINUE TO FOLLOW CA-70 N·TAKE EXIT 46 FOR OROVILLE DAM BLVD/STATE HWY 162·TURN RIGHT ONTO STATE HWY 162 E/ORO DAM BLVD E/OROVILLE DAM BLVD E·TURN RIGHT ONTO CA-162 E/OLIVE HWY·CONTINUE TO FOLLOW CA-162 E·TURN LEFT ONTO CANYON DR·TURN RIGHT ONTO ROYAL OAKS DR·TURN LEFT ONTO KELLY RIDGE RD·ACCESS GATE WILL BE ON YOUR RIGHT5263 ROYAL OAKS DR., OROVILLE, CA 95966THIS PROJECT IS A NEW SITE BUILD THAT WILL PROVIDECOVERAGE TO OROVILLE, CA. THE EQUIPMENT IS OUTDOOR.THE ANTENNA EQUIPMENT WILL BE LOCATED ON A MONOPINE:SCOPE OF WORK:( 67E5D998E 6160 - RFDS REV 1)EQUIPMENT AREA SOW:ADD (1) E6160, AND (1) B160 CABINETS.ADD (2) RP6651 BASEBAND, (2) PSU 4813 VOLTAGE BOOSTERS, AND (1) CSR IXRE ROUTER INTO(N) E6160 CABINET.ADD (1) 240 GALLON GENERAC RD25 DIESEL GENERATOR ONTO (N) 4'X10' CONCRETE PAD.ADD (1) PPC WITH CAMLOCK, (1) CIENA WITH TELCO/FIBER ENCLOSURE, (1) FIBER BOX, AND (1)GENERAC ATS ON (N) H-FRAME.ADD (N) ICE BRIDGE SECTION FEEDING FROM EQUIPMENT TO (E) CABLE TRAY,ADD (2) WORKLIGHTS ONTO (N) H-FRAME.HCS SOW:ADD (2) HCS 6/24 4 AWG - 50M.RRU SOW:ADD (1) RADIO 4460, AND (1) RADIO 4480 PER SECTOR, 3 SECTORS, 6 TOTAL RRU.ANTENNA SOW: ADD (1) RFS - APXVAALL24_43-U-NA20 AND (1) AIR 6419 PER SECTOR. 3SECTORS, 6 TOTAL ANTENNA.ADD (N) ANTENNA SOCKS TO (N) ANTENNAS, 6 TOTAL.ANTENNA MOUNT SOW:INSTALL 3 SECTOR 2 POSITION DUAL HORIZONTAL PIPE. MAINTAIN MINIMUM OF 19"HORIZONTAL SEPERATION BETWEEN CLOSEST EDGES OF ANY ANTENNA AND ADAJACENTANTENNAS/OTHER APPURTENANCES. ANTENNAS SHOULD BE MOUNTED PERPENDICULAR TOTHE FACE THEY ARE MOUNTED ON.THE LIMIT OF DEVIATION ALLOWED IS 15° FROM THIS STANDARD.CABLES PER SECTOR:(4) 10 FT SUREFLEX 4.3-10 TO 4.3-10 - 10FT. CONNECTED TO RADIO 4480.(4) JUMPER 10 FT SUREFLEX 4.3-10 TO 4.3-10 - 10FT. CONNECTED TO RADIO 4460.(2) FIBER JUMPER = 2F SM OUTDOORCON-LCD W COVER 5M CONNECTED TO AIR 6419.(4) FIBER JUMPER - 2F SM OUTDOORCON-LCD W COVER 5M CONNECTED TO RADIO 4460(2) FIBER JUMPER = 2F SM OUTDOORCON-LCD W COVER 5M CONNECTED TO RADIO 4480AZIMUTHS: 30°, 120°, 220°. RAD CENTER: 105 FT.SITEALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED INACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODESAS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING INTHESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMINGTO THESE CODES:2019 CALIFORNIA ADMINISTRATIVE CODE2019 CALIFORNIA BUILDING CODE2019 CALIFORNIA ELECTRICAL CODE2019 CALIFORNIA MECHANICAL CODE2019 CALIFORNIA FIRE CODE2019 CALIFORNIA ENERGY CODECITY/COUNTY ORDINANCESANSI/TIA-222 HTHE FACILITY IS UNMANNED AND NOT FOR CONTINUOUS HUMANHABITATION. DISABLED/CHALLENGED ACCESS IS NOT REQUIRED PER THECALIFORNIA BUILDING CODE; SECTION 11B-203.4 (LIMITED ACCESSSPACE)T-1TITLE SHEETGENERAL NOTESA-1OVERALL SITE PLANELEVATIONSANTENNA PLANE-1E-2EQUIPMENT PLANSD-1DETAILSMOUNT ANALYSIS: BY OTHERSDATED: TBDSTRUCTURAL ANALYSIS: BY OTHERSDATED: TBDRFDS: REV 1DATED: 04/25/2022THE CONSTRUCTION DRAWINGS FOR REFERENCE SITE ARE ONLY VALIDWITH A PASSING MOUNT ANALYSIS AND A PASSING STRUCTURALANALYSIS REPORT.T-MOBILE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833DIRECTIONS FROM T-MOBILE OFFICE:(1755 CREEKSIDE OAKS DR., #190,SACRAMENTO, CA 95833)T-MOBILE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A&E CONTACT:LEAF COMMUNICATIONS1000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673MEGAN LAMON - (949) 388-0192MEGAN.LAMON@LEAFCOMM.COMSITE ACQUISITIONCONTACT:THE LYLE COMPANY3140 GOLD CAMP DR., #30BRUCE PILAND - (916) 505-3088BRUCE.PILAND@T-MOBILE.COMENGINEER OFRECORD CONTACT:SITE DEVELOPMENTMANAGER CONTACT:APPLICANT:JAROD SPARROWK - (209) 247-6526JAROD.SPARROK1@T-MOBILE.COMJ5 INFRASTRUCTURE23 MAUCHLY, SUITE 110IRVINE, CA 92618JOSE CARLOS FAZ, S.E. - (510) 258-2882JFAZ@J5IP.COMSCALE NOTEDRAWINGS CONTAINED HEREIN ARE FORMATTED FOR HALF SIZE.CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS ANDCONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THEEOR IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITHTHE WORK OR BE RESPONSIBLE FOR SAMEDETAILST-2A-2A-3A-4A-5D-2D-3DETAILSELEVATIONSAPPROVALSTHE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESEDOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THECONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTSARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANYCHANGES/MODS THEY MAY IMPOSELANDLORD: DATE:RF ENGINEER: DATE:EQUIP. ENGINEER: DATE:SITE DEVELOPMENTMANAGER: DATE:SITE ACQUISITION: DATE:CONSTRUCTIONMANAGER: DATE:ZONING MANAGER: DATE:FOPS: DATE:(SIGNATURE)(SIGNATURE)(SIGNATURE)(SIGNATURE)(SIGNATURE)(SIGNATURE)(SIGNATURE)(SIGNATURE)39.532806/-121.466874 (NAD83)REPLACEMENTGROUND ELEVATION:JURISDICTION:APN #:069-010-036UNMANNEDTELECOMMUNICATIONS FACILITYCURRENT USE:NO CHANGEPROPOSED USE:CONSTRUCTION TYPE:ROYAL OAKS-VERIZONREPLACEMENTPROPERTY OWNER:SITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966HORIZON TOWER, LLC(801) 362-8720BUTTE COUNTY069-010-036SITE NAME:PROJECT ID:LATITUDE/LONGITUDE:CURRENT ZONING:1201' ±N-CA&E CONTACT:SITE ACQUISITIONCONTACT:ENGINEER OFRECORD CONTACT:SITE DEVELOPMENTMANAGER CONTACT:APPLICANT:PROJECT TEAMRF-1RF SIGNAGE DETAILSE-3GROUNDING DETAILSPROJECT DESCRIPTIONGROUNDING PLANSINGLE-LINE DIAGRAM & PANEL SCHEDULESITE ACCESSINFORMATION:GATE COMBO INTO LEASE AREA: 2580GRAB KEY FROM LOCK BOX ON VZW ICEBRIDGE PIPE AND WALK BACK OUT TO GATEON STREET TO UNLOCK.SITE INFORMATIONA-1.1ENLARGED SITE PLANBATTERY DETAILSD-4ENLARGED EQUIPMENT PLANA-2.1ELEVATIONSA-6A-7ELEVATIONSC-1PLOT PLAN AND SITE TOPOGRAPHYC-2PLOT PLAN AND SITE TOPOGRAPHY
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833T-2SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLGENERAL NOTES21GENERAL NOTESABBREVIATIONSABACA/CADJA.F.FARCHAPPROXA.G.L.A.M.S.L.BDBLDGBLKGBOTBSMTBTSCCEMCLCLGCLRCOLCONCCONSTCONTCORRCODIADBLDEPTDEMODIMDNDRDTLDWG(E)EAELECELEVEQUIPEXPEXTFAFBFFFHFINFLRFOSFSFTFTGFWF.G.FUTGAGALVGLGRGYPGFCIGNDHCHDWHTRHMHORIZHRHTHVIDINSINTJTANCHOR BOLTASPHALTIC CONCRETEAIR CONDITIONINGADJUSTABLEABOVE FINISH FLOORARCHITECTURALAPPROXIMATELYABOVE GRADE LEVELABOVE MEAN SEA LEVELBOARDBUILDINGBLOCKINGBOTTOMBASEMENTBASE TRANSCEIVERSTATIONCOURSE(S)CEMENTCHAIN LINKCEILINGCLEARCOLUMNCONCRETECONSTRUCTIONCONTINUOUSCORRUGATEDCONDUIT ONLYDIAMETERDOUBLEDEPARTMENTDEMOLITIONDIMENSIONDOWNDOORDETAILDRAWINGEXISTINGEACHELECTRICELEVATIONEQUIPMENTEXPANSIONEXTERIORFIRE ALARMFLAT BARFINISH FLOORFLAT HEADFINISH(ED)FLOORFACE OF STUDSFINISH SURFACEFOOT, FEETFOOTINGFINISH WALLFINISH GRADEFUTUREGAUGEGALVANIZEDGLASSGRADEGYPSUMGROUND FAULT CIRCUITINTERRUPT GROUNDHOLLOW COREHARDWAREHEATERHOLLOW METALHORIZONTALHOURHEIGHTHIGH VOLTAGEINSIDE DIMENSIONINSULATIONINTERIORJOINTLAMLBSLTLALNAMFRMATMAXMECHMINMISCMLMOMSMTDMTL(N)NICNONTSOAO.C.OPNGOPPPARTNPLPLASPLYWDPOCPROPPTRREQDRDRMRMSRPSCSCHEDSECTSHTSIMSPECSSSSTLSTORSTRUCTSUSPSWSWBOTHKTITMATOSTSTYPUNOVCTVERTV.I.F.VGW/WDWRWTXFMR@LAMINATEDPOUNDSLIGHTLIGHTNING ARRESTORLOW NOISE AMPLIFIERMANUFACTURERMATERIALMAXIMUMMECHANICALMINIMUMMISCELLANEOUSMETAL LATHMASONRY OPENINGMACHINE SCREWMOUNTEDMETALNEWNOT IN CONTRACTNUMBERNOT TO SCALEOVERALLON CENTEROPENINGOPPOSITEPARTITIONPLATEPLASTERPLYWOODPOINT OF CONNECTIONPROPERTYPRESSURE TREATEDRISERREQUIREDROOF DRAINROOMROOMSROUGH OPENINGSOLID CORESCHEDULESECTIONSHEETSIMILARSPECIFICATIONSSTAINLESS STEELSTEELSTORAGESTRUCTURALSUSPENDEDSWITCHSWITCHBOARDTHICKTENANT IMPROVEMENTTOWER MOUNTED AMPLIFIERTOP OF SURFACETUBE STEELTYPICALUNLESS NOTED OTHERWISEVINYL COMPOSITION TILEVERTICALVERIFY IN FIELDVERTICAL GRAINWITHWOODWATER RESISTANTWEIGHTTRANSFORMERATCHANNELCENTERLINEANGLEPROPERTY LINEELECTRICAL NOTES:1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE, AS WELL AS WITH ALL LOCAL, STATE, AND NATIONALCODES, LAWS, AND ORDINANCES APPLICABLE TO ELECTRICAL WORK.2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOBSITE AND VERIFY EXISTING CONDITIONS BEFORE BIDDING AND SHALL INCLUDE IN HIS/HER BID, THE NECESSARYCOSTS TO CONSTRUCT THIS PROJECT IN ACCORDANCE WITH THE INTENT OF THE ELECTRICAL DRAWINGS, SPECIFICATIONS, AND ALL APPLICABLE CODES.3. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRECONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S).4. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER, AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED.5. EACH END OF EVERY POWER, GROUNDING, CONTROL AND ALARM CONDUCTOR AND CABLE SHALL BE LABELED OR IDENTIFIED WITH COLOR-CODED INSULATION ORELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC &OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS.6. ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITER'S LABORATORIES.7. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING RELATED TO ELECTRICAL WORK, UNLESS OTHERWISE NOTED ANDCOORDINATED WITH THE GENERAL CONTRACTOR.8. POWER AND EQUIPMENT GROUND WIRING SHALL BE 12 AWG OR LARGER, 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90°C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED.9. CONTROL AND ALARM WIRING SHALL BE COPPER, 300V OR 600V LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISESPECIFIED.10. UPON COMPLETION OF THE ELECTRICAL WORK, THE INSTALLATION SHALL BE FREE FROM GROUNDS AND SHORT CIRCUITS.11. ELECTRICAL CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS TO THE ARCHITECT/ENGINEER UPON COMPLETION OF THE JOB.12. ALL POWER AND EQUIPMENT GROUND WIRE CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS OR WIRENUTS. LUGS AND WIRENUTS SHALL BERATED FOR OPERATION AT NO LESS THAN 75°C (90°C IF AVAILABLE).13. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS.14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TOPHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.15. THE NOTE, SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL IN THE EVENT OF ANYCONFLICT OR INCONSISTENCY BETWEEN ITEMS SHOWN ON THE PLANS AND/OR SPECIFICATIONS.16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FORCONCEALED INDOOR LOCATIONS.17. PENETRATIONS OF ALL WALLS OR CEILINGS SHALL BE SEALED AND FIRE RATING MAINTAINED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL CODES.18. SCHEDULE 80 PVC CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE.19. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OFOCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.20. ALL DETAILS/SCHEMATICS SHOWN ARE IN GENERAL TERMS, AND INSTALLATION MAY VARY DUE TO SPECIFIC SITE CONDITIONS.21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.22. METALLIC CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE, GALVANIZED AND APPROVED FOR THE LOCATION USED. SETSCREWFITTINGS ARE NOT ACCEPTABLE. MYERS HUBS OR APPROVED LOCKNUTS SHALL BE FITTED AT ALL BOX CONNECTIONS TO MAINTAIN NEC.23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC.24. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE REQUIRED TO ASSUMESOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR FURTHER AGREESTO DEFEND, INDEMNIFY, AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT.25. WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); ANDRATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS.26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS.27. RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE PVC OR GALVANIZED, EPOXY-COATED, OR NON- CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHERPROTECTED (WP OR BETTER) OUTDOORS.29. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLECODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY.30. ALL ENTRIES TO EQUIPMENT ASSOCIATED WITH THE FIXED GENERATOR PROJECT SHALL BE SEALED TO KEEP WATER OUT.GENERAL NOTES:1. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS.2. THE CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS,SPECIFICATIONS, AND NOTES PRIOR TO STARTING CONSTRUCTION. INCLUDING BUT NOT LIMITED BY DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FORCORRECTING ANY ERRORS, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THEARCHITECT /ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE METHOD OF CORRECTION SHALL BE APPROVED BY THEARCHITECT/ENGINEER.3. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES, WHETHER OR NOT SHOWN ON THE PLANS,AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR OR SUBCONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGE TO THEUTILITIES CAUSED DURING THE EXECUTION OF THE WORK.4. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW SHALL BE AVAILABLE FOR INSPECTION AT ALLTIMES. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME INFORMATION AS THE APPROVED PLANS. THECONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS AT THE SITE FOR THE PURPOSE OF DOCUMENTING ALL AS-BUILT CHANGES, REVISIONS, ADDENDUM'S, ORCHANGE ORDERS. THE CONTRACTOR SHALL FORWARD THE AS-BUILT DRAWINGS TO THE ARCHITECT/ENGINEER AT THE CONCLUSION OF THE PROJECT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE FROM START OF PROJECT TO COMPLETION OF PROJECT.6. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES.7. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE 2019 C.B.C. AND ALL THE OTHER LATEST GOVERNING CODES.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS CURING THE WORK. THE ENGINEER WILL NOTADVISE ON NOR PROVIDE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.9. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK, USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS. HE IS SOLELY RESPONSIBLE FOR ALLCONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCING AND COORDINATING ALL PORTIONS OF THE WORK.10. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTIONS WITH RESPECT TO THE WORK TO COMPLETE THEPROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN THE PERMIT AND MAKE FINALPAYMENT OF SAID DOCUMENT.11. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE UNLESS NOTED OTHERWISE.12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR SUPPORTS FOR INSTALLATION OF ITEMS INDICATED ON THEDRAWINGS.13. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MATERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES.14. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM, TEXTURE, MATERIAL AND PAINT COLOR UNLESS NOTED OTHERWISE INTHE PLANS.15. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FORRECORDING THE RESULTS.16. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE.17. ALL DEBRIS AND REFUGE IS TO BE REMOVED FROM THE PROJECT DAILY. PREMISES SHALL BE LEFT IN A CLEAN BROOM FINISHED CONDITION AT ALL TIMES.18. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONSTRUCTION INDUSTRY STANDARDS. IF A CONTRACTOR HAS A QUESTION REGARDING THEIR EXACTMEANING THE ARCHITECT/ENGINEER SHALL BE NOTIFIED FOR CLARIFICATIONS.19. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OFTHE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.20. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF.21. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION, ELEVATION, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONOF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURALMEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER.22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, ANDWHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THECONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED ANDSHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THEAPPROVAL OF THE ENGINEER.24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. UNAUTHORIZED CHANGESRENDER THESE DRAWINGS VOID.25. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW ANDSHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED.26. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROMDAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. GENERALCONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TO STARTINGWORK.SITE PREPARATION NOTES:1. THE PREPARATION OF THE SITE FOR CONSTRUCTION SHALL INCLUDE THE REMOVAL OF ALL BROKEN CONCRETE, TREE TRUNKS AND ANY OTHER DEBRIS THAT WOULD BEDAMAGING TO THE FOOTINGS OF THE NEW STRUCTURE.2. BACK FILLING AT TRENCHES SHALL BE OF CLEAN, STERILE SOIL HAVING A SAND EQUIVALENT OF 30 OR GREATER. BACK FILLING SHALL BE DONE IN B INCH LAYERS,MOISTURE CONDITIONED AND PROPERLY COMPACTED. ADEQUATE DRAINAGE SHALL BE PROVIDED SUCH THAT NO PONDING OCCURS.3. ALL FOUNDATION FOOTINGS SHALL EXTEND INTO AND BEAR AGAINST NATURAL UNDISTURBED SOIL OR APPROVED COMPACTED FILL FOOTINGS SHALL EXTEND INTO SOILDEPTH AS INDICATED IN PLANS.4. SHOULD ANY LOOSE FILL, EXPANSIVE SOIL, GROUND WATER OR ANY OTHER UNEXPECTED CONDITIONS BE ENCOUNTERED DURING THE EXCAVATION FOR THE NEWFOUNDATION, THE ARCHITECT/ENGINEER SHALL BE NOTIFIED AND ALL FOUNDATION WORK SHALL CEASE IMMEDIATELY,5. WITHIN AN AREA A MINIMUM OF S FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4" OF EXISTING SOIL REMOVE ALL ORGANICS, PAVEMENT, ROOTS, DEBRISAND OTHERWISE UNSUITABLE MATERIAL.6. THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLE MATERIAL. EXCAVATEUNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.7. PROOFROLL THE SURFACE OF THE EXPOSED SUBGRADE WITH A LOADED TANDEM AXLE DUMP TRUCK. REMOVE ALL SOILS WHICH PUMP OR DO NOT COMPACT PROPERLYAS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY.8. FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8" LOOSE LIFTS AND THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-698. COMPACTTO A MINIMUM OF 90% RELATIVE COMPACTION.9. THE STRUCTURAL DRAWINGS HERE IN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TOERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY,ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEWOR EXISTING SURFACES, STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER. THECONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING ANY DAMAGED AREAS.11. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO AS NOT TO EXCEED THE DESIGNED LIVE LOADSFOR THE STRUCTURE. TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THECONDITIONS PRESENT.12. PRIOR TO PROCEEDING WITH ANY WORK WITHIN THE EXISTING FACILITY, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHERCONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THEEXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTINGWORK WHICH ARE TO REMAIN.SUBMITTALS:SUBMITTALS FOR SHOP DRAWINGS, MILL TESTS, PRODUCT DATA, ECT. FOR ITEMS DESIGNED BY THE ARCHITECT /ENGINEER OF RECORD SHALL BE MADE TO THEARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REVIEW THE SUBMITTAL BEFORE FORWARDING TO THE ARCHITECT, SUBMITTALS SHALL BE MADEIN ADVANCED TO ARCHITECT/ENGINEER. SUBMITTALS REQUIRED FOR EACH SECTION OF THESE NOTES ARE SPECIFIED IN THAT SECTION.SHOP DRAWING REVIEW:REVIEW BY THE ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DESIGN CONCEPT AND THE CONTRACT DOCUMENTS. MARKINGS OR COMMENTS SHALL NOTBE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, NOR DEPARTURES THEREFROM. THE CONTRACTORREMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTION FABRICATION PROCESSES.STRUCTURAL STEEL:1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION, WHICH INCLUDES THESPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDING CODE. IDENTIFY AND MARK STEEL PER 2019C.B.C. SECTION 2203.2. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER/ARCHITECT PRIOR TO FABRICATION.3. GROUTING Of COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH NON-SHRINK, NON-FERROUS GROUT. MINIMUM COMPRESSIVE STRENGTHSHALL BE 4,000 PSI AT 28 DAYS. All. SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO GROUTING.4. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC.5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. BOLT HOLIES SHALL CONFORM TO AISC SPECIFICATION,AND SHALL BE STANDARD HOLES UNLESS NOTED OTHERWISE. NOCUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THIS ENGINEER.6. WELDING: CONFORM TO AWS D1 1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FORMATERIALS TO BE WELDED.7. BOLTING: ASTM A307 BOLTS SHALL BE INSTALLED "SNUG TIGHT" PER AISC. SECTION RCSC B(C) ASTM A325 BOLTS SHALL CONFORM TO THE RCSC SPECIFICATION SECTION B(D).8. FABRICATION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION" AND AISC CODE SEC 6 "FABRICATION AND DELIVERY" PERFORM WORK ON PREMISES OF AFABRICATOR APPROVED BY THE BUILDING OFFICIAL.9. GALVANIZING: ALL EXPOSED STEEL OUTSIDE THE BUILDING ENVELOPE SHALL BE HOT-DIPPED GALVANIZED. APPLY FIELD TOUCH-UPS PER SPECIFICATIONS. PER ASTM A153.STRUCTURAL STEEL:MATERIALS: CONFORM TOANCHOR BOLTS (HEADED):ASTM A307ANCHOR BOLTS (J-TYPE):ASTM A36BARS AND PLATES:ASTM A36BOLTS:ASTM A307C-, M-, AND ANGLE SHAPES:ASTM A36DEFORMED WELDED WIRE FABRIC: ASTM A497EPOXY AND EXPANSION ANCHORS: HILTI OR EQUIVALENTGROUT:EMBECO OR EQUIVALENTHIGH-STRENGTH BOLTS:ASTM A325SC OR (A325N)OTHER STRUCTURAL SHAPES:ASTM A36REINFORCING BARS: ASTM A615. GRADE 60, DEFORMED BARSSMOOTH WELDED WIRE FABRIC: ASTM A185STRUCTURAL WF SHAPES: ASTM A572-GR50STEEL PIPE: ASTM A53, GRADE BTIE WIRE: 16.5 GAGE OR HEAVIER, BLACK ANNEALEDTUBE STEEL AND PIPE COLUMNS: ASTM A500, GRADE BWELDING ELECTRODES: E70XXW - SHAPES: ASTM A992, GRADE 50STRUCTURAL STEEL NOTES:1. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCHCUTTING AT THE SITE IS NOT PERMITTED.2. ALL FRAMING CONNECTORS SUCH AS CONCRETE ANCHORS, HOLD-DOWNS, POST BASES, FRAMING CAPS, HANGER AND OTHER MISCELLANEOUSSTRUCTURAL METALS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE CO. OR APPROVED EQUALPOST-INSTALLED ANCHORS:1. USE, INSTALLATION, EMBEDMENT DEPTH, AND DIAMETER OF EXPANSION/WEDGE ANCHORS IN HARDENED CONCRETE SHALL CONFORM TO ICC REPORT &MANUFACTURER'S RECOMMENDATIONS.2. MAINTAIN CRITICAL EDGE DISTANCE SPECIFIED IN ICC REPORT AS A MINIMUM, U.N.O. IN THESE DRAWINGS3. LOCATE AND AVOID CUTTING EXISTING REBAR OR TENDONS WHEN DRILLING HOLES IN CONCRETE SLABS.SPECIAL INSPECTION:1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR, APPROVED BY CARRIER AND THE GOVERNINGJURISDICTION, AS REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING: A. SPECIAL INSPECTION OF HIGH-STRENGTH BOLTING (WHEN APPLICABLE): I. PERIODIC SPECIAL INSPECTION IF BOLTS ARE PRETENSIONED WITH MATCH-MARKING TECHNIQUES II. CONTINUOUS SPECIAL INSPECTION OF ALL OTHER HIGH-STRENGTH BOLTING B. PERIODIC FOR POST-INSTALLED ANCHORS IN HARDENED CONCRETE2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS.3. STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.4. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION AS APPROVED BY THE BUILDING OFFICIAL.THUS, SPECIAL INSPECTION ITEMS ABOVE MAY BE WAIVED AS DEEMED APPROPRIATE BY THE BUILDING OFFICIAL.5. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL.6. STRUCTURAL OBSERVATION NOT REQUIRED.
86514224"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS7324"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTSWARNING RF ORANGE SIGNCAUTION RF YELLOW SIGNNOTICE RF BLUE SIGNDANGER RF RED SIGNNOT USEDEMERGENCY CALL SIGNGUIDELINES SIGNNOC INFO SIGNISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833RF-1SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLRF SIGNAGE DETAILS
T-MOBILE ANTENNA ANDEQUIPMENT LOCATIONISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-1SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLOVERALL SITE PLANNOTES:·THESE DRAWINGS HAVE BEEN CREATED BY INFORMATION GATHERED AT THE SITE, EXISTINGAS-BUILTS PROVIDED BY T-MOBILE AND WITHOUT A SURVEY. PLEASE VERIFY ALL DIMENSIONS,LENGTHS, PROPERTY LINES AND CONDUIT RUNS·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION, FREEOF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTIONNWSEOVERALL SITE PLAN1ROYAL OAKS DR1,2A-61,2A-4SECTOR A30° AZSECTOR B120° AZSECTOR C220° AZ1,2A-51,2A-7APN #:069-010-03624"x36" SCALE: 1" = 40'-0"11"x17" SCALE: 1" = 80'-0"020'40'80'(E) BUILDING,TYP.PROPERTY LINE, TYPPROPERTY LINE, TYPPROPERTY LINE, TYP
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ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-1.1SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLENLARGED SITE PLANNOTES:·THESE DRAWINGS HAVE BEEN CREATED BY INFORMATION GATHERED AT THE SITE, EXISTINGAS-BUILTS PROVIDED BY T-MOBILE AND WITHOUT A SURVEY. PLEASE VERIFY ALL DIMENSIONS,LENGTHS, PROPERTY LINES AND CONDUIT RUNS·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION, FREEOF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTIONNWSEENLARGED SITE PLAN124"x36" SCALE: 1" = 20'-0"11"x17" SCALE: 1" = 40'-0"010'20'40'1,2A-2T-MOBILE ANTENNA ANDEQUIPMENT LOCATION(N) T-MOBILE POWER ROUTE(E) BUILDING,TYP.1,2A-61,2A-41,2A-51,2A-7APN #:069-010-036KELLY RIDGE RD(E) WATERTOWER(E) ACCESS EASEMENT(E) ACCESS GATESECTOR A30° AZSECTOR B120° AZSECTOR C220° AZ(E) TRANSFORMER ONCONCRETE PAD1A-2.11A-3(E) 12' SEWER EASEMENT(N) T-MOBILE 14'-6" X 25'-0"LEASE AREA
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-2SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLEQUIPMENT PLANNOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION, FREEOF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTION·ANTENNAS NOT SHOWN FOR CLARITYNWSENEW EQUIPMENT PLAN21NWSEEXISTING EQUIPMENT PLAN24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"02'5'10'24"x36" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0"02'5'10'(N) T-MOBILE UNDERGROUND CONDUITS:(1) 2" CONDUIT FROM POWER TO PPC(1) 4" CONDUIT FROM TELCO TO CIENA(1) 2" CONDUIT FROM GENERATOR TO ATS SWITCH±84'-6"(E) HORIZON TOWERS LEASE SPACE±30'-4"(E) HORIZON TOWERS LEASE SPACE(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) UTILITY BOX(E) TRANSFORMER ON CONCRETE PAD(E) POWER/UTILITY ROUTE(E) FENCE; TYP(E) GUTTER/DRAINAGE DITCH FORHORIZON TOWERS LEASE SPACE(E) GRAVEL LEASE AREA BASE(E) LEASE AREA BY OTHERS(E) LEASE AREA ACCESS GATES; TYP(E) 25'X25' MONOPINE CONCRETEFOUNDATION PAD±6'-0"TYP(E) ELECTRICAL H-FRAME(E) UNUSED METER AND DISCONNECTTO BE UTILIZED BY T-MOBILE(E) 120' MONOPINE(E) UTILITY BOXES; TYP(E) CABLE TRAY BY OTHERS TO BEUTILIZED BY T-MOBILE±84'-6"(E) HORIZON TOWERS LEASE SPACE±30'-4"(E) HORIZON TOWERS LEASE SPACE(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) UTILITY BOX(E) TRANSFORMER ON CONCRETE PAD(E) POWER/UTILITY ROUTE(E) FENCE; TYP(E) GUTTER/DRAINAGE DITCH FORHORIZON TOWERS LEASE SPACE(E) GRAVEL LEASE AREA BASE(E) LEASE AREA AND EQUIPMENT BY OTHERS(E) LEASE AREA ACCESS GATES; TYP(E) 25'X25' MONOPINE CONCRETEFOUNDATION PAD±6'-0"TYP(E) ELECTRICAL H-FRAME(E) 120' MONOPINE(E) UTILITY BOXES; TYP(E) ICE BRIDGE BY OTHERS TO BEUTILIZED BY T-MOBILE(E) CABLE PORT BY OTHERS TOBE UTILIZED BY T-MOBILE(N) T-MOBILE FEEDLINES:(2) HCS 6X24 4AWG - 50M(N) T-MOBILE POWER ROUTE(N) T-MOBILE TEST WELL±12'-0"±4'-0"±8'-0"(N) T-MOBILE 14'6" X 25'0" LEASE AREA±15'-0"(N) T-MOBILE 12'0" X 15'0"CONCRETE PAD(N) T-MOBILE ICE BRIDGE(E) T-MOBILE UTILITY BOXES(N) T-MOBILE 100 AMPSERVICE METER(N) T-MOBILE 4'0" X 10'0"CONCRETE PAD±10'-0"2D-23D-33D-2
A1ALPHASECTORGAMMABETANEW ANTENNA SCHEDULEA2ANTENNAMANUFACTURERMODELTECHNOLOGYANTENNA SPEC'SWEIGHT (LBS)DIMENSIONS (LxWxD)AZIMUTHRADCENTERTMA / RRUB1B2C1C2CABLESTATUS, TYPE AND LENGTHISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-3SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLANTENNA PLAN105'-0"NWSENEW ANTENNA PLANERICSSONAIR 6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97"30°L2500 / N2500(N) (8) COAX JUMPER - 10'(N) (8) FIBER JUMPER - 5M(N) (1) HCS 6X24 4AWG - 50M1SECTOR A30° AZSECTOR B120° AZSECTOR C220° AZA1A2B1B2C1C224"x36" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0"01'2'3'(1) 4460 B25+B66(1) 4480 B71+B85RFSAPXVAALL24_43-U-NA20 (OCTO)122.80 LBS95.90"x24.00"x8.50"L600 / L700 / N600 / L1900L2100105'-0"30°105'-0"105'-0"105'-0"105'-0"120°220°120°220°(N) (8) COAX JUMPER - 10'(N) (8) FIBER JUMPER - 5M(N) (1) HCS 6X24 4AWG - 50M(N) (8) COAX JUMPER - 10'(N) (8) FIBER JUMPER - 5M(E)120' MONOPOLE1,5D-14,5D-1(N) T-MOBILE 8' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL24_43-U-NA20)(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4480)3,5D-1(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4460)±7'-4"TYP±5'-6"TYP6D-1(N) T-MOBILE SECTOR MOUNT(RMVD8-2XX-18)2,5D-1(N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR 6419)(N) NEEDLE SOCK PER ANTENNA,6 TOTALMOUNT ANALYSIS NOTES:·THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY ACORRESPONDING PASSING MOUNT ANALYSIS·CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL REVIEW THE MOUNT ANALYSIS FORANY CONDITIONS PRIOR TO INSTALLATION·ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENT SHALL BE APPROVEDBY THE EOR·6"-8" SEPARATION FROM THE BACK OF THE ANTENNA TO THE RRU IS REQUIRED.NOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTIONERICSSONAIR 6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97"L2500 / N2500(1) 4460 B25+B66(1) 4480 B71+B85RFSAPXVAALL24_43-U-NA20 (OCTO)122.80 LBS95.90"x24.00"x8.50"L600 / L700 / N600 / L1900L2100ERICSSONAIR 6419 B41 (M-MIMO)83.00 LBS36.25"x20.91"x6.97"L2500 / N2500(1) 4460 B25+B66(1) 4480 B71+B85RFSAPXVAALL24_43-U-NA20 (OCTO)122.80 LBS95.90"x24.00"x8.50"L600 / L700 / N600 / L1900L2100
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-2.1SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLEQUIPMENT PLANNOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION, FREEOF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTION·ANTENNAS NOT SHOWN FOR CLARITYENLARGED NEW EQUIPMENT PLAN124"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"01'2'4'(N) T-MOBILE UNDERGROUND CONDUITS:(1) 2" CONDUIT FROM POWER TO PPC(1) 4" CONDUIT FROM TELCO TO CIENA(1) 2" CONDUIT FROM GENERATOR TO ATS SWITCH(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) POWER/UTILITY ROUTE(E) FENCE; TYP(E) GUTTER/DRAINAGE DITCH FORHORIZON TOWERS LEASE SPACE(E) LEASE AREA BY OTHERS(E) LEASE AREA ACCESS GATES; TYP(E) ELECTRICAL H-FRAME(E) UTILITY BOXES; TYP(E) CABLE TRAY BY OTHERS TO BEUTILIZED BY T-MOBILE(N) T-MOBILE FEEDLINES:(2) HCS 6X24 4AWG - 50M(N) T-MOBILE POWER ROUTE(N) T-MOBILE TEST WELL(N) T-MOBILE 12'0" X 15'0" CONCRETE PAD(N) T-MOBILE ICE BRIDGE(N) T-MOBILE 100 AMP SERVICE METER(N) T-MOBILE 4'0" X 10'0" CONCRETE PADNWSE±14'-6"(N)T-MOBILE EQUIPMENT LEASE AREA±25'-0"(N)T-MOBILE EQUIPMENT LEASE AREA(E) GRAVEL LEASE AREA BASE±6'-0"TYP±12'-0"±15'-0"±10'-0"±4'-0"(E) 25'X25' MONOPINECONCRETE FOUNDATION PAD(E) TEST WELL BY OTHERS±1'-9"±8'-2"(N) T-MOBILE 240 GAL DIESEL GENERATOR±3'-6"±6"±2'-0"TYP±2'-10"±3'-0"±5'-2"(N) T-MOBILE 6160 EQUIPMENT CABINET(N) T-MOBILE EQUIPMENT:(2) RP 6651(2) PSU 4813 VOLTAGE BOOSTER(1) CSR IXRE ROUTER(N) T-MOBILE B160 BATTERY CABINET(N) T-MOBILE PPC WITH CAMLOCK(N) T-MOBILE CIENA BOX±6'-0"CLEAR(N) T-MOBILE WORKLIGHTS; TYP OF 2±2'-0"TYP(N) T-MOBILE TELCO/FIBER ENCLOSURE(N) T-MOBILE AUTOMATIC TRANSFER SWITCH(N) T-MOBILE H-FRAME2D-23D-33D-21D-28,9D-17D-27,9D-15,6D-21D-32D-3(N) T-MOBILE GPS ANTENNA4D-2(N) T-MOBILE 14'-6" X 25'-0"LEASE AREA(E) T-MOBILE UTILITY BOXES
(E) EQUIPMENT BY OTHERS; TYPISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-4SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLELEVATIONSNOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTIONEXISTING NORTHEAST ELEVATIONNEW NORTHEAST ELEVATION21SECTOR A24"x36" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"05'10'20'24"x36" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"05'10'20'(E) PANEL ANTENNASBY OTHERS, TYP.FINISHED GRADE±111'-6"BOTTOM OF (E) PANEL ANTENNAS BY OTHERS±119'-6"TOP OF (E) PANEL ANTENNAS BY OTHERS±120'-0"TOP OF (E) MONOPINE±126'-0"TOP OF (E) MONOPINE FOLIAGE±109'-0"TOP OF (N) T-MOBILE PANEL ANTENNAS±105'-0"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS±111'-6"BOTTOM OF (E) PANEL ANTENNAS BY OTHERS±119'-6"TOP OF (E) PANEL ANTENNAS BY OTHERS±120'-0"TOP OF (E) MONOPINE±126'-0"TOP OF (E) MONOPINE FOLIAGEFINISHED GRADE(N) T-MOBILE FEEDLINES:(2) HCS 6X24 4AWG - 50M(N) T-MOBILE 12'0" X 15'0"CONCRETE PAD(N) T-MOBILE 6160EQUIPMENT CABINET(N) T-MOBILE WORKLIGHTS; TYP OF 2(N) T-MOBILE AUTOMATICTRANSFER SWITCH(N) T-MOBILE H-FRAME3D-27D-17,9D-21D-32D-31,5D-14,5D-1(N) T-MOBILE 8' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL24_43-U-NA20)(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4480)3,5D-1(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4460)6D-1(N) T-MOBILE SECTOR MOUNT(RMVD8-2XX-18)2,5D-1(N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR 6419)±2'-6"(E) UNUSED METER AND DISCONNECTTO BE UTILIZED BY T-MOBILE(E) 25'X25' MONOPINE CONCRETEFOUNDATION PAD(E) ELECTRICAL H-FRAME(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) EQUIPMENT BY OTHERS; TYP(E) PANEL ANTENNASBY OTHERS, TYP.(N) T-MOBILE 100 AMP SERVICEMETER(E) 25'X25' MONOPINE CONCRETEFOUNDATION PAD(E) ELECTRICAL H-FRAME(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) FENCE; TYP(E) FENCE; TYP(E) H-FRAME BY OTHERS(N) T-MOBILE 240 GALDIESEL GENERATOR1D-2SECTOR B(N) NEEDLE SOCK PERANTENNA, 6 TOTAL
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-5SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLELEVATIONSNOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTIONEXISTING SOUTHEAST ELEVATIONNEW SOUTHEAST ELEVATION2124"x36" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"05'10'20'24"x36" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"05'10'20'FINISHED GRADE±111'-6"BOTTOM OF (E) PANEL ANTENNAS BY OTHERS±119'-6"TOP OF (E) PANEL ANTENNAS BY OTHERS±120'-0"TOP OF (E) MONOPINE±126'-0"TOP OF (E) MONOPINE FOLIAGE±109'-0"TOP OF (N) T-MOBILE PANEL ANTENNAS±105'-0"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS±111'-6"BOTTOM OF (E) PANEL ANTENNAS BY OTHERS±119'-6"TOP OF (E) PANEL ANTENNAS BY OTHERS±120'-0"TOP OF (E) MONOPINE±126'-0"TOP OF (E) MONOPINE FOLIAGEFINISHED GRADE(E) EQUIPMENT BY OTHERS; TYP(N) T-MOBILE FEEDLINES:(2) HCS 6X24 4AWG - 50M(N) T-MOBILE 6160EQUIPMENT CABINET(N) T-MOBILE WORKLIGHTS;TYP OF 2(N) T-MOBILE H-FRAME7,9D-2(E) PANEL ANTENNASBY OTHERS, TYP.(E) UNUSED METER AND DISCONNECTTO BE UTILIZED BY T-MOBILE(E) 25'X25' MONOPINE CONCRETEFOUNDATION PAD(E) ELECTRICAL H-FRAME(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) FENCE; TYP(E) H-FRAME BY OTHERS(N) T-MOBILE 240 GALDIESEL GENERATOR1D-2(E) PANEL ANTENNASBY OTHERS, TYP.(E) EQUIPMENT BY OTHERS; TYP(N) T-MOBILE 100 AMPSERVICE METER(E) 25'X25' MONOPINE CONCRETEFOUNDATION PAD(E) ELECTRICAL H-FRAME(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) FENCE; TYP(E) H-FRAME BY OTHERSSECTOR ASECTOR BSECTOR C1,5D-14,5D-1(N) T-MOBILE 8' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL24_43-U-NA20)(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4480)3,5D-1(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4460)6D-1(N) T-MOBILE SECTOR MOUNT(RMVD8-2XX-18)2,5D-1(N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR 6419)1D-32D-3(N) T-MOBILE B160BATTERY CABINET8,9D-1±2'-6"(N) NEEDLE SOCK PERANTENNA, 6 TOTAL
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-6SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLELEVATIONSNOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTIONEXISTING SOUTHWEST ELEVATIONNEW SOUTHWEST ELEVATION2124"x36" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"05'10'20'24"x36" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"05'10'20'FINISHED GRADE±111'-6"BOTTOM OF (E) PANEL ANTENNAS BY OTHERS±119'-6"TOP OF (E) PANEL ANTENNAS BY OTHERS±120'-0"TOP OF (E) MONOPINE±126'-0"TOP OF (E) MONOPINE FOLIAGE±109'-0"TOP OF (N) T-MOBILE PANEL ANTENNAS±105'-0"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS±111'-6"BOTTOM OF (E) PANEL ANTENNAS BY OTHERS±119'-6"TOP OF (E) PANEL ANTENNAS BY OTHERS±120'-0"TOP OF (E) MONOPINE±126'-0"TOP OF (E) MONOPINE FOLIAGEFINISHED GRADE(E) EQUIPMENT BY OTHERS; TYP(N) T-MOBILE FEEDLINES:(2) HCS 6X24 4AWG - 50M(N) T-MOBILE WORKLIGHTS;TYP OF 2(N) T-MOBILE H-FRAME(E) UNUSED METER ANDDISCONNECT TO BE UTILIZEDBY T-MOBILE(E) 25'X25' MONOPINECONCRETE FOUNDATION PAD(E) ELECTRICAL H-FRAME(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) FENCE; TYP(E) H-FRAME BY OTHERS(N) T-MOBILE 240 GALDIESEL GENERATOR1D-21D-32D-3(N) T-MOBILE B160BATTERY CABINET8,9D-1(E) EQUIPMENT BY OTHERS; TYP(N) T-MOBILE 100 AMPSERVICE METER(E) 25'X25' MONOPINECONCRETE FOUNDATIONPAD(E) ELECTRICAL H-FRAME(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) FENCE; TYP(E) H-FRAME BY OTHERS(N) T-MOBILE GPS ANTENNA4D-21,5D-14,5D-1(N) T-MOBILE 8' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL24_43-U-NA20)(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4480)3,5D-1(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4460)6D-1(N) T-MOBILE SECTOR MOUNT(RMVD8-2XX-18)2,5D-1(N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR 6419)SECTOR CSECTOR B(E) PANEL ANTENNASBY OTHERS, TYP.(E) PANEL ANTENNASBY OTHERS, TYP.±2'-6"(N) NEEDLE SOCK PERANTENNA, 6 TOTAL
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833A-7SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLELEVATIONSNOTES:·LEAF COMMUNICATIONS MAKES NO CLAIM AS TO THE CORRECTNESS OF THE ORIGINAL DESIGN ORTHE CURRENT CONDITION OF THE STRUCTURE, WHICH IS ASSUMED TO BE IN GOOD CONDITION,FREE OF DAMAGE AND DETERIORATION·CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING EQUIPMENT PRIOR TO CONSTRUCTIONEXISTING NORTHWEST ELEVATIONNEW NORTHWEST ELEVATION2124"x36" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"05'10'20'24"x36" SCALE: 3/32" = 1'-0"11"x17" SCALE: 3/64" = 1'-0"05'10'20'FINISHED GRADE±111'-6"BOTTOM OF (E) PANEL ANTENNAS BY OTHERS±119'-6"TOP OF (E) PANEL ANTENNAS BY OTHERS±120'-0"TOP OF (E) MONOPINE±126'-0"TOP OF (E) MONOPINE FOLIAGE±109'-0"TOP OF (N) T-MOBILE PANEL ANTENNAS±105'-0"RAD CENTER OF (N) T-MOBILE PANEL ANTENNAS±111'-6"BOTTOM OF (E) PANEL ANTENNAS BY OTHERS±119'-6"TOP OF (E) PANEL ANTENNAS BY OTHERS±120'-0"TOP OF (E) MONOPINE±126'-0"TOP OF (E) MONOPINE FOLIAGEFINISHED GRADE(N) T-MOBILE FEEDLINES:(2) HCS 6X24 4AWG - 50M(N) T-MOBILE WORKLIGHTS;TYP OF 2(N) T-MOBILE H-FRAME(N) T-MOBILE 240 GALDIESEL GENERATOR1D-21D-32D-3(N) T-MOBILE B160BATTERY CABINET8,9D-1(E) EQUIPMENT BY OTHERS; TYP(E) 25'X25' MONOPINECONCRETE FOUNDATIONPAD(E) ELECTRICAL H-FRAME(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) FENCE; TYP(E) H-FRAME BY OTHERS(N) T-MOBILE GPS ANTENNA4D-21,5D-14,5D-1(N) T-MOBILE 8' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(APXVAALL24_43-U-NA20)(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4480)3,5D-1(N) T-MOBILE RRU STACKMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(RRU 4460)6D-1(N) T-MOBILE SECTOR MOUNT(RMVD8-2XX-18)2,5D-1(N) T-MOBILE 3' PANEL ANTENNAMOUNTED TO (N) PIPE MOUNT(3 TOTAL, 1 PER SECTOR)(AIR 6419)(E) UNUSED METER ANDDISCONNECT TO BE UTILIZEDBY T-MOBILE(E) EQUIPMENT BY OTHERS; TYP(E) 25'X25' MONOPINECONCRETE FOUNDATIONPAD(E) ELECTRICAL H-FRAME(E) 6"X6" CURB CENTEREDAROUND FENCE; TYP(E) FENCE; TYP(E) H-FRAME BY OTHERS(N) T-MOBILE 100 AMPSERVICE METER(N) T-MOBILE 6160EQUIPMENT CABINET7,9D-2±2'-6"SECTOR ASECTOR C(N) NEEDLE SOCK PERANTENNA, 6 TOTAL(E) PANEL ANTENNASBY OTHERS, TYP.(E) PANEL ANTENNASBY OTHERS, TYP.
MANUFACTURER: ERICSSONMODEL: ENCLOSURE 6160DIMENSIONS, HxWxD in: 63.00"x26.00"x26.00"WEIGHT: 320.00 LBS (EMPTY ENCLOSURE)WEIGHT: 1,800.00 LBS (FULLY EQUIPPED)ERICSSON 6160 CABINET DETAILTOP VIEWFRONT VIEWSIDE VIEW26"26"26"63"26"63"25.6"2"25.6"16.5"4.5"21.5"FRONTINSTALLATIONHOLE PATTERN27"ERICSSON B160 CABINET DETAILTOP VIEWFRONT VIEWSIDE VIEWMANUFACTURER: ERICSSONMODEL: ENCLOSURE B160DIMENSIONS, HxWxD in: 63.00"x26.00"x26.00"WEIGHT: 295.00 LBS (EMPTY ENCLOSURE)WEIGHT: 2,100.00 LBS (FULLY EQUIPPED)26"26"26"63"26"63"21.6"21.6"25.6"27.5"INSTALLATIONHOLE PATTERNMANUFACTURER: ERICSSONMODEL: RADIO 4460 B25+B66DIMENSIONS, HxWxD in: 17.00"x15.10"x11.90"WEIGHT: 109.00 LBSERICSSON RRU DETAILTOP VIEWFRONT VIEWSIDE VIEW11.90"17.00"15.10"11.90"17.00"TYPICAL ANTENNA AND RRU MOUNT DETAILNOTE:ALL PIPE BRACKETS AND MISCELLANEOUS HARDWARETO BE GALVANIZED UNLESS NOTED OTHERWISENOTE:ANTENNA NOT SHOWN FOR CLARITY(N)/(E) 3"Ø SCH 40,ANTENNA PIPE MAST(N) PIPE MOUNTBRACKET (TYP. OF 2)(N) RRU MOUNTINGPLATE(N) RRU(N)/(E) 3"Ø SCH 40,ANTENNA PIPE MAST(N) PANEL ANTENNA(N) RRU(E) ANTENNA MOUNTINGBRACKET(E) ANTENNA MOUNTINGBRACKETNOTE:VERIFY WITH CABINET MANUFACTURERFOR MOUNTING HOLE LOCATIONSCONCRETE PAD ANCHORAGE DETAIL1/2" HILTI TZ ANCHOR BOLTS @ 48" O.C. OR6-EQUAL SPACES (AVOID POST TENSION RODS)(STAINLESS STEEL FOR OUTDOOR, CARBONSTEEL FOR INDOOR APPLICATION)CONCRETE PADEQUIPMENT CABINETANTENNA MOUNT DETAILMANUFACTURER: SITE PRO 1MODEL: RMVD8-2XX-18LENGTH: 18.00" STANDOFFTOP VIEWFRONT VIEWISOMETRIC VIEW12" TO 45" POLEDIAMETER44"44"VARIESPIPE 2-3/8"(N) ANTENNA PIPEMOUNT, TYP.MANUFACTURER: RFSMODEL: APXVAALL24_43-U-NA20DIMENSIONS, HxWxD in: 95.90"x24.00"x8.50"WEIGHT: 122.80 LBSRFS ANTENNA DETAILTOP VIEWFRONT VIEWSIDE VIEWMANUFACTURER: ERICSSONMODEL: RADIO 4480 B71+B85DIMENSIONS, HxWxD in: 21.80"x15.70"x7.50"WEIGHT: 84.00 LBSERICSSON RRU DETAILTOP VIEWFRONT VIEWSIDE VIEW6.97"ANTENNA DETAILMANUFACTURER: ERICSSONMODEL: AIR 6419 B41DIMENSIONS, HxWxD in: 36.25"x20.91"x6.97"WEIGHT: 83.00 LBSTOP VIEWFRONT VIEWSIDE VIEW20.91"6.97"36.25"36.25"20.91"ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833D-1SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLDETAILS98673524124"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833D-2SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLDETAILS8756243124"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTSPIPE CLAMP1" SCH. 40 STAINLESSSTEEL OR GALV. PIPEGPS UNIT DETAILNOTES:1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE INACCORDANCE WITH THE FINAL RF REPORT2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD1-1/4" O.D. SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE.THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THEPIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES)USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH ANDPERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPEEND SHALL BE DEBARRED AND SMOOTH IN ORDER TO SEAL AGAINSTTHE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT.3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT ISWITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA ISWITHIN 2 DEGREES OF LEVEL.4. DO NOT SWEEP TEST GPS ANTENNA.GPS ANTENNAOBSTRUCTIONS MUSTBE BELOW 15°SUPPORT PIPEPCTEL GPS ANTENNA MODELGPS-TMG-HR-26NCM OREQUIVALENT7/16" SLOTTED HOLE(TYP. OF 8)1/4" HOT DIP GALV.STEELMOUNTING PLATEGPS MINIMUM SKY VIEW REQUIREMENTSMINIMUM OF 75% OR 270° IN ANYDIRECTIONDIESEL GENERATOR DETAILTOP VIEWFRONT VIEWSIDE VIEWMANUFACTURER: GENERACMODEL: RD025POWER RATING: 25 KW, 31.25 KVA, 60 HZ93.40"ACCESS TORADIATOR91.70"39.90"102.50"43.90"30.90"HIGH AND LOWVOLTAGESTUB-UP AREAINNER TANKNORMAL VENTOUTER TANKEMERGENCYVENTVISE ACTIONLATCH ONEPER DOOR(4) Ø 2.5"LIFTING EYEREMOVABLESTUB UPCOVERCIRCUITBREAKEREMERGENCYSTOP SWITCHAIR INTAKEON EACHSIDENOTES:STUB-UP AREA FOR HIGH & LOW VOLT CONNECTIONSCIRCUIT BREAKER, NEUTRAL & CUSTOMER CONNECTIONOPENING.NOTES:MAINTAIN MINIMUM 3.00" COVER AT ALLREINFORCING STEELGENERATOR SLAB DETAILSLAB SECTION VIEWSIDE VIEW1'-0"6"6"CENTER REBARMAT IN SLAB1" 45° CHAMPER@ SLAB EDGE10'-0"4'-0"4'-0"X10'-0", 3000 PSI, 12"THICK CONCRETE SLABGRADE 60#4 BARS@12" O.C EACH WAY1" 45° CHAMFER@ SLAB EDGETYPICAL ANCHORAGE:1/2" X 3-1/4" EMBEDMENT,HILTI KB-TZ2 SSEXPANSION ANCHORS(TYPICAL @ 10 LOCATIONS)3/4" CRUSHEDSTONE FILLREFER TO SITE PLANPROPOSED CONCRETE PADREFER TO SITE PLANPROPOSED CONCRETE PAD#4 BARS, GRADE 60 @12" OC EACH WAY#4 BARS, GRADE 60 @ 12" OC EACH WAY(MIN. STEEL IS >.18%)6" LAYER OF AGGREGATEBASE COURSE (ABC) OVERGEO FABRICUNDISTURBED SOIL ORPREPARED SUBGRADE(95% STANDARD PROCTOR)3" TYPTYPICAL CONCRETE PAD DETAIL6"6"CAM-LOK DETAILFRONT VIEWSIDE VIEWMANUFACTURER: INTERSEC INC.MODEL: ICGC SERIESDIMENSIONS, HxWxD: 23.00"X10.00"X9.50"WEIGHT: 14.00LBSCAM-LOK TERMINAL ACCEPTANCE:-PLUG:200A,#2 TO 4/0 AWG-RECEPTACLE: 200A, #2 TO 4/0 AWG23.00"9.50"23.00"10.00"DEADFRONT PROTECTIVECOVER(5) COLORED CODEDCONNECTORSMANUFACTURER: GENERACDIMENSIONS, HxWxD in: 48.00"x30.00"x12.00"WEIGHT: 325.00 LBSGTS RATED AMPS: 300-400VOLTAGE: 600ATS DETAILTOP VIEWFRONT VIEWSIDE VIEW48.00"12.00"30.00'12.00"48.00"30.00'24.00'FRONT VIEWMODEL:GENERIC FIBER/TELCOENCLOSURE WITH 3/4" WOOD BACK BOARDDIMENSIONS, HxWxD.in: 24.00"x24.00"x8.00"SIDE VIEWTOP VIEWFIBER TELCO ENCLOSURE DETAIL8.00"24.00"24.00"24.00"34"PLYWOODBACK BOARD38.97"37.31"POWER DISTRIBUTION PANEL DETAILFRONT VIEWSIDE VIEW38.97"11.09"MANUFACTURER: EMERSONMODEL: CACA75201090200A SLIDE BAR TRANSFER DEVICE30-POSITION LOAD CENTER65KAIC(E) GFCI OUTLET(E) SPF(E) GROUNDBAR200A NORMALBRKRSLIDE BARINTERLOCK200A GEN BRKR15A/1PGFCI BRKR30A/2P SPDBRKR30 POS LOADCENTER
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833D-3SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLDETAILS7655241324"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTSPL 1/2"x12"x12"(GALVANIZED)3/16"4"(TYP)8"(TYP)1"(TYP)8"(TYP)4"(TYP)1"(TYP)3" DIA O.D. STDPIPE (TYP OF 2)B-B SECTIONBASE SHOE PLATE PIPE SECTIONWEEP HOLEREFERENCE SITE PLAN126 3/8"6"UNISTRUT END CAP(TYP)PIPE GALVANIZED3" DIA SCH 40(TYP)UNISTRUT (TYP)1/2" DIA GALV STEELU-BOLTS WITH LOCKWASHERS (TYP)FENCE POST CAP(TYP)A-A SECTIONU-BOLT MOUNT SECTIONUNISTRUTHEX NUT, FLATWASHERAND LOCKWASHERU-BOLTPIPE COLUMNPLATFORM10"H-FRAME MOUNT DETAILMANUFACTURER: SITEPRO1MODEL: ER106BDESCRIPTION: EQUIPMENT RACK BASE SHOEUNISTRUT/LEVELS: 10WEIGHT: 398.36 LBSA-AA-AB-BB-BWORKLIGHT DETAILGALVANIZED STEELUNISTRUT P1000DOWNWARD FACING LEDWORKLIGHT (LITHONIA OLW14)MOUNTED ON OUTDOOR RATEDJUNCTION BOXAUTOMATIC TIMER SWITCH IN OUTDOORRATED JUNCTION BOX (6 HOUR)GALV. STEEL CLAMPS TYP.UNISTRUT H-FRAME1" RGS CONDUIT RISERWAVEGUIDE BRIDGE KITMODEL: WB-K410-BMANUFACTURER: ANDREWDIMENSIONS, LXW: 10.00' X 24.00"ICE BRIDGE DETAILISOMETRIC VIEW8'-0" MIN. TO BOTTOM OF COAX3 1/2" PIPE COLUMNDIRECT BURIAL18"Ø X 36" DP. 2500PSI CONCRETE PIERFOOTING4" RISE ABOVEFINISH GRADEFINISH GRADE10'-0" O.C (TYP.)CONCRETEFOOTING(SEE DETAIL)3 1/2" PIPE COLUMNDIRECT BURIALEACH SIDETRAPEZE KIT 2TIER 24" WIDE3 1/2" PIPE CAP24" GRATEDBRIDGECHANNEL3/8" U-BOLT3"X3"X1/4" ANGLEBRACKETNOT USEDNOT USEDNOT USED200GENERATOR SAFETY SIGNAGESIGNS POSTED EACHAPPROACH FACE OFGENERATOR10.00"7.00"200RED BACKGROUNDYELLOWBACKGROUND3" HIGH LETTERINGMIN.WHITE BACKGROUNDBLUE BACKGROUNDNFPA 704 DIAMONDTO BE MOUNTED TOALL SIDES OFGENERATOR10"X14" ALUMINUM NO SMOKING SIGN15.00"15.00"
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833D-4SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW008/26/2022EDMLBATTERY DETAILSBATTERY MANUFACTURER DATA SHEETBATTERY DATA CHART2124"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTSTOTAL # OFBATTERY UNITSINSTALLEDTOTALELECTROLYTEVOLUME (GAL)PER UNITTOTALELECTROLYTEWEIGHT (LBS) PERUNIT% SULFURIC ACIDBY WEIGHTTOTAL ACID WEIGHTTOTAL ELECTROLYTEWEIGHT=NEW B160 BATTERY ENCLOSURECFC CHAPTER 6 COMPLIANCEBATTERY MODELTOTALSULFURICVOLUME (GAL)TOTAL UNITS XSULFURICVOLUME/UNITS(BATTERY DATA ELECTROLYTE DATA - 12V MONOBLOCKS)% SULFURICACID BY VOLACID VOLUME/UNITELECTROLYTEVOLUME/UNIT=TOTALSULFURICWEIGHT (LBS)TOTAL UNITS X ACIDWEIGHT/UNIT==122.1 GAL23.1 LBS56% = 156 LBS / 277.2 LBS14.4 GAL =TOTAL ELECTROLYTE = 12 BATTERIES x 2.1 GAL/BATTERY = 25.2 GALNSB210FT HT RED57% = 1.2 GAL / 2.1 GAL156 LBS = 12 UNITS X 13 LBS12 UNITS X 1.2GAL/UNIT10 HOUR CAPACITY TO 1.80 VPCBATTERY MODELNORTH AMERICANSTANDARD 25°C (77°F)NOMINAL VOLTAGEKILOWATT-HOURS(kWh)TOTAL # OFBATTERY UNITSINSTALLEDkWh X TOTAL # OFBATTERY UNITSINSTALLEDNSB210FT HT RED204 Ah12V2.448122.448 X 12 = 29.376 kWhBATTERY MODELNORTH AMERICANSTANDARD 25°C (77°F)NOMINAL VOLTAGEKILOWATT-HOURS(kWh)TOTAL # OFBATTERY UNITSINSTALLEDkWh X TOTAL # OFBATTERY UNITSINSTALLEDNSB210FT HT RED207 Ah12V2.484122.484 X 12 = 29.808 kWhBATTERY TECHNOLOGYCAPACITY (PER CFC 1206.2)LEAD ACID, ALL TYPES70 kWH8 HOUR CAPACITY TO 1.75 VPCCFC CHAPTER 1206.2 COMPLIANCE=TOTALCAPACITIES=TOTALCAPACITIES
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833E-1SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW006/14/2022EDMLSLD & PANEL SCHEDULE2NOT USED(N) PANEL 'A' SCHEDULE1SINGLE LINE DIAGRAM324"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTSFROM (E) POWER SOURCE - TRANSFORMERMNORMAL SOURCE2P/200A120/240V, 1Ø, 3W, 200A(N) 1P20A(N) 2"C 3#3/0 + 1 #4 GND(N) METER PG&E120/240V, 1Ø, 200A(N) POWER PANEL 'A'LOCATED AT LEASE AREA6160B160(N) BATTERY CABINET(N) EQUIPMENT CABINET(N) 200A ATS(N) 2P125A(N) 2"C3 #3/0 + 1#4 GNDPOWER FROMPSU IN RBS 6160(N) 2P60A(N) SURGESUPPRESSORALT. SOURCE2P/200A(E) GENERATOR RECEPTACLEINTERNAL WIRING(N)(N) 2"C 3#3/0 + 1 #4 GND(N) 2"C 3#3/0 + 1 #4 GND2P 125A(N) 2"C 3#3/0 + 1 #4 GND(N) 25KVA GENERATORSINGLE PHASE240V2P200AWORK LIGHTS(N) 3/4"C2#12 + 1#12 GND1P20A1P20A1P20AGFCI(N) 3/4"C2#12 + 1 #12 GND.(N) 1"C 4#12+ 2#12 GND.DESCRIPTIONVOLT AMPSPHASEAPHASEBVOLT AMPSVOLTAGE: 120/240V, 1-PHASE, 3W, 200A, 42 KAICMAIN CB: 2P/200AMOUNTING: SURFACENEMA: 1LOCATION: @ LEASE AREAPANEL 'A'PHASEAPHASEBPOLEBKRCKTCKTBKRPOLEDESCRIPTIONAB128.640-VA/LINEPHASE A =PHASE B =9.580 KVA9.120 KVACONNECTED LOAD:CONNECTED AMPS:18.700 KVA78A-E6160---260-1252---.180.480--.360----------.480.540--SURGE--120120120----------34567891011121314151617181920--120------------------8.640.400-------------9.0408.640WORK LIGHTS-----------------------2324252627282930-------------------2122--------GFCIGEN HEATERGEN CHARGER--------EXPIRES:06/30/2023SIGNED:08/01/22
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833E-2SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW006/14/2022EDMLGROUNDING PLAN42ANTENNA/RRU/CABINET GROUND DETAIL1.ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARYDUE TO SITE SPECIFIC CONDITIONS.2.GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING #2 GROUNDWIRES AND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS SHOWN. FOLLOW ANTENNA AND BTSMANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS USINGMANUFACTURERS PRACTICES. ALL UNDERGROUND WATER PIPES, METAL CONDUITS AND GROUNDS THAT ARE APART OF THIS SYSTEM SHALL BE BONDED TOGETHER.3.ALL GROUND CONNECTIONS SHALL BE #2 AWG U.N.O. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUNDWIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE.4.CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. PROVIDE SUPPLEMENT GROUNDINGRODS AS REQUIRED TO ACHIEVE SPECIFIED OHMS READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BEWITNESSED BY THE T-MOBILE REPRESENTATIVE.5.NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOILCONDITIONS.6.BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS NOTED ON PLAN.7.ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 12" BELOW GRADE/FROST-LINEIN TRENCH, U.N.O., AND BACK FILL SHALL BE COMPACTED AS REQUIRED BY ARCHITECT.8.ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE, WITH A MINIMUM 12" BENDINGRADIUS NOT LESS THAN 90 DEGREES.9.ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO GROUND SYSTEM AT APOINT NEAREST THE MAIN GROUNDING BUS "MGB" (OR DIRECTLY TO GROUND-RING).10.ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE:a. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR INDOOR USE OR AS APPROVED BY T-MOBILE PROJECTMANAGER.b. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS).c. TWO -(2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS (BUS BAR CONNECTIONS).11.ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURER'S DIEMARK VISIBLE AT THE CRIMP(RESULTING FROM USE OF PROPER CRIMPING DEVICES).12.PRIOR TO ANY LUG-BUSSBAR CONNECTIONS, THE BUSSBAR SHALL BE CLEANED BY USE OF "SCOTCH-BRITE' ORPLAIN STEEL WOOL AS TO REMOVE ALL SURFACE OXIDATION AND CONTAMINANTS. A COATING OF "NO-OX-ID" SHALLBE APPLIED TO THE CONNECTION SURFACES.13.ALL CONNECTION HARDWARE SHALL BE TYPE 316 SS (NOT ATTRACTED TO MAGNETS).14.THE GROUND RING SHALL BE INSTALLED 24" MINIMUM BEYOND ANY BUILDING DRIP LINE.15.ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 240-82 AND SHALL BOND ALLEXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TOGROUND RODS, GROUND RING IF SERVICE IS WITHIN THE RADIO EQUIPMENT LOCATION, BUILDING STEEL IFAPPLICABLE, COLD WATER CONNECTIONS MUST BE MADE ON THE STREET SIDE OF MAIN SHUT-OFF VALVE.SYMBOLS LEGENDEXOTHERMIC CONNECTIONMECHANICAL CONNECTIONEQUIPMENT GROUNDING13ANTENNA GROUNDINGGROUNDING NOTES(N) T-MOBILE RRU;PER PLAN(N) T-MOBILE PANELANTENNA; PER PLANAWG #6 GROUND WIRE, TYP.(E) MASTER GROUND BAR;LOCATED NEAR EQUIPMENT AREA(E) GROUND WIRE(E) SECTOR GROUND BARAWG #6 GROUND WIRE, TYP.(E) T-MOBILE CABINET; PER PLANKEY NOTES(N) AWG 2/0 BCW GROUND RING(E) AWG 2 INSULATED COPPER GROUND(N) GROUND BUS BAR (FIELD VERIFY)(N) AWG 2 INSULATED COPPER GROUND1234SYMBOLS LEGENDEXOTHERMIC CONNECTIONMECHANICAL CONNECTIONNOTE: (E) EQUIPMENT GROUNDING NOT SHOWN FOR CLARITYKEY NOTES(N) ANTENNA GROUND BAR TO BE FIELD VERIFIED(N) AWG 2 INSULATED COPPER GROUND WIRE FROM(N) RRU(N) AWG 6 INSULATED COPPER GROUND WIRE FROM(N) OR RELOCATED ANTENNA GROUND KIT123SYMBOLS LEGENDEXOTHERMIC CONNECTIONMECHANICAL CONNECTIONNOTE: EXISTING GROUND WIRES ARE NOT SHOWN FOR CLARITY24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0"01'2'4'24"x36" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0"04'8'2'NWSENWSE(E)120' MONOPOLE(N) T-MOBILE 6160EQUIPMENT CABINET(N) T-MOBILE B160BATTERY CABINET(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)111222333333(N)(N)1(N)(N)(N)(N)334(N)4(N)EXPIRES:06/30/2023SIGNED:08/01/22
ISSUED FOR:DRWNREVDESCRIPTIONQADATE1755 CREEKSIDE OAKS DR., #190SACRAMENTO, CA 95833E-3SHEET NUMBER:SHEET NAME:LE<AF86<A584SITE NAME:ROYAL OAKS-VERIZONSITE NUMBER:SC14155APROJECT ID:REPLACEMENTSITE ADDRESS:5263 ROYAL OAKS DR.OROVILLE, CA 95966LE<AF86<A5841000 CALLE CORDILLERA,SAN CLEMENTE, CA 92673WWW.LEAFCOMM.COM (949) 388-0192IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTIONOF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.90% CD - ISSUED FOR REVIEW006/14/2022EDMLGROUNDING DETAILS98673524124"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTS24"x36" SCALE: NTS11"x17" SCALE: NTSCOAX CONNECTION & GROUNDING DETAILCOAX CABLEGROUNDING KITCOAX CABLE#2 STRANDED FROMANTENNA PIPE MOUNTTO GROUND BARCOAX JUMPER CABLEANTENNATOWERANTENNA SUPPORTARMMONOPOLE EGB(2) #2 AWGGROUNDING RISER DIAGRAMTO TELCO &ELECTRICALPANELSANTENNA(SEE RF DESIGN FORM)ANTENNA COAXIALCABLE (NO. VARIES)COAX CABLE GROUND KITMGB @ EQUIPMENTOR SHELTEREGB (AT BRIDGEOR EQUIPMENTLOCATION)#2 AWG CONNECTTO SERVICEGROUNDSOLID COPPER EGBMOUNTED AT TOP OFTOWERTOWER STRUCTURE#2 AWG GROUND WIRERUN WITH COAXCABLESGALVANIZED EGBMOUNTED AT BASE OFTOWER#2 AWG CAD WELD TOTOWER BASECONCRETE TOWERFOUNDATIONUNDERGROUNDTOWER GROUNDINGRINGGROUNDING ELECTRODEEMBEDDED IN CONCRETEFOUNDATIONUNDERGROUND CELLSITE GROUNDING RING10'-0" COPPER-CLADGROUNDINGELECTRODESGROUND BAR CONNECTION DETAILSECTION VIEWFRONT VIEWSTAINLESS STEELHARDWARETWO HOLE CADWELDTERMINALGROUND BARINSULATED STRANDEDCUNOTES:1."DOUBLING UP" OR "STRACKING" OFCONNECTIONS IS NOT PERMITED.2.ANTIOXIDANT JOINT COMPOUNDSHALL BE USED AT ALL LOCATIONS.EXPOSED BARE COPPER TOBE KEPT TO ABSOLUTE MIN,NO INSULATION ALLOWEDWITHIN THE CADWELDTERMINAL (TYP.)1/2" X 1-1/2" HEXBOLTS (TYP.)FLAT WASHER (TYP.)STAR WASHER(TYP.)NUT (TYP.)GROUND BARGROUNDING CONNECTION DETAILTWO HOLEOFFSET LUGTYPE TAONE HOLEOFFSET LUGTYPE HSTYPE VNTYPE NCTYPE WTYPE VSTYPE VBTYPE GTTYPE GYTYPE GRTYP. CADWELD CONNECTION TYPES BY "ERICO"POST GROUNDING DETAILCONCRETE FOOTINGFINISH GRADE1/2"Ø FLEXIBLE CONDUIT FORGROUND WIRE PROTECTION#2 AWG SOLID TINNEDGROUND WIRECADWELD TYPE "VB"CONNECTION AT POSTGALV. STEEL FENCE POSTOR SIMILARTO SITE GROUNDRING4" EXPOSED2"MIN12.00" MINUNDERGROUND RING & INSPECTION DETAILTEST LOOP 12"BELOW GARDE MAX.TO ALLOW CLAMPON METER AS REQ30.00"12.00" MAXTYP. SITE GROUNDRING, #2 AWG SOLIDTINNED BARED CUFINISH GRADEGROUND ROD INSPECTIONWELL CHRISTY F14 BOX WITHADAPTERS AND EXTENSIONSAS REQ. AND D210 CONC. LIDCOORDINATE INSTALLATIONWITH OWNER LABEL "GROUND"OR "GROUND ROD"GROUND ROD DETAILFINISH GRADE5/8"Ø X 10'-0" LONG COPPERCLAD GROUND ROD SEE PLANSFOR SPACINGCADWELD TYPE "GT"CONNECTION AT TOPOF GROUND RODTYP. SITE GROUND RING, #2 AWGSOLID TINNED BARE CU30.00"GROUND BAR DETAIL5/8" LOCKWASHERS,NEWTON INSTRUMENTCO. CAT# 3015-8.WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO.CAT# A-60565/8"-11 X 1" H.H.C.S. BOLTS,NEWTON INSTRUMENT CO.CAT# 3012-2.INSULATORS, NEWTONINSTRUMENT CAT.# 3061-4.COPPER GROUND BAR,1/4" X 4" X 24", NEWTONINSTRUMENT CO. CAT# B-6142.HOLE CENTERS TO MATCH NEMADOUBLE LUG CONFIGURATION7/16"ANTENNA CABLE GROUND DETAILFROM ANTENNACABLEWAVE P.N.916201WEATHERPROOFINGKIT (TYP.)JUMPER ( TYP.)CABLEWAVE P.N. 916201WEATHERPROOFING KIT(TYP.)ANTENNA CABLE TOCABLE TRAY (TYP.)#6 AWGFROM ANTENNAFRAME SUPPORT#2 AWG BCWGROUNDING BAR, NEWTON, SIMILARTO WITHOUT INSULATORS, MOUNTEDNEAR ANTENNA#2 AWG BCW BONDED TOGROUND WIRE ALONGCABLE TRAYEXPIRES:06/30/2023SIGNED:08/01/22