Construction DrawingsINFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessSL04376A_SL90XCBB4 Retain - CCI_Sprint Retain_FCD_Coal Creek_02.26.21SHEET INDEXVICINITY MAPCODE COMPLIANCEPROJECT DESCRIPTIONDESCRIPTIONSHEETCONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONSAND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFYTHE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFOREPROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED INACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWINGCODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOTCONFORMING TO THE LATEST EDITIONS OF THESE CODES.Know what'sbelow.before you dig.CallRNPROJECT TEAMSITE INFORMATIONAREA OF CONSTRUCTION: EXISTINGTYPE OF CONSTRUCTION: V-BPROPOSED USE: UNMANNED TELECOMMUNICATIONSFACILITYHANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FORHUMAN HABITATION. HANDICAPPEDACCESS NOT REQUIRED.CONSTRUCTION INFORMATION:PROPERTY OWNER:COMPANY: STOR-IT STORAGE LLCADDRESS: 573 EAST 650 NORTHCITY, STATE, ZIP: CENTERVILLE, UT 84014SITE ADDRESS: 1776 NORTH AVEST LANEMERIDIAN, ID 83642COUNTY: ADALATITUDE (NAD83): 43° 37' 18.92" N (43.62192278°)LONGITUDE (NAD83): 116° 22' 24.47" W (-116.37346280°)GROUND ELEVATION (NAVD88): ±2609.0' AMSLJURISDICTION: CITY OF MERIDANAPN: R0619750090ZONING: C-GOCCUPANCY CLASSIFICATION: ULEGAL DESCRIPTION: SEE SHEET A-1PROPERTY INFORMATION:APPROVALSTHE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESEDOCUMENTS & AUTHORIZE THE SUBCONTRACTOR TO PROCEED WITHCONSTRUCTION AS DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTSARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT & ANYCHANGES OR MODIFICATIONS THEY MAY IMPOSE.OPS MANAGERDEVELOPMENT MANAGERCONSTRUCTION MANAGERAPPROVAL:SITE ACQUISITIONSITE OWNERPROJECT MANAGERCONSTRUCTION MANAGERRF ENGINEERSIGNATURE:DATE:REGULATORY REVIEWPROJECT MANAGERT-MOBILEDESIGN IS BASED ON: CROWN CASTLE APPLICATION ID 537340, REV. #0RFDS VERSION 1, DATED 12/8/2020 (CONFIG. 67D5A3997DB 6160,67D53997DB_2xAIR+1OP)SITETHESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF ANUNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BYT-MOBILE IN ACCORDANCE WITH THE PROVIDED SCOPE OF WORK,INCORPORATED IN THE PLANS BY INFINIGY. THESE PLANS ARE NOT FORCONSTRUCTION UNLESS STAMPED & SIGNED, & ACCOMPANIED BY APASSING STRUCTURAL STABILITY ANALYSIS FOR THE STRUCTURE ANDMOUNT PREPARED BY A LICENSED PROFESSIONAL ENGINEER.T-MOBILE SITE NUMBER: SL04376AT-MOBILE SITE NAME: SL90XCBB4 RETAINSITE TYPE: MONOPOLETOWER HEIGHT: 100'-0"CROWN CASTLE BU #: 839266SITE ADDRESS: COUNTY: ADAJURISDICTION: CITY OF MERIDANLAT: 43° 37' 18.92" N LONG: 116° 22' 24.47" W1776 NORTH AVEST LANEMERIDIAN, ID 83642SITE ACQUISITION:ARCHITECTURAL & ENGINEERING:TOWER OPERATOR:CONSTRUCTION MANAGEMENT:COMPANY: INFINIGY ENGINEERING, PLLCCONTACT: PAUL DANNEBERGPHONE: (206) 375-3798E-MAIL: pdanneberg@infinigy.comCOMPANY: CROWN CASTLE USA, INC.ADDRESS: PO BOX 104337CITY, STATE, ZIP: BOISE, ID 837149COMPANY: CROWN CASTLE USA, INC.ADDRESS: 1505 WESTLAKE AVE N, SUITE 800CITY, STATE, ZIP: SEATTLE, WA 98109CONTACT: KELSEY PUHALLAPHONE: (206) 336-2874E-MAIL: kelsey.puhalla@crowncastle.comDRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE (121 W ELECTION RD, DRAPER, UT 84020): LEAVE TOWARDS ELECTION RD, TURN LEFT ON TO ELECTIONRD, TURN RIGHT ON TO S LONE PEAK PKWY, TURN RIGHT ON TO UT-175 / W 11400 S, TAKE SLIPROAD LEFT TO I-15 N, KEEP STRAIGHT ON TO I-80 W / I-15 N,KEEP LEFT ON TO I-15 N, ENTERING IDAHO, TAKE SLIPROAD TO I-84 W / US-30 W, TAKE SLIPROAD RIGHT TO ID-55 NORTH TOWARDS EAGLE / MCCALL, TURNRIGHT ON TO ID-55 / S EAGLE RD, TURN LEFT ON TO E FAIRVIEW AVE, TURN RIGHT ON TO N AVEST LN, ARRIVE AT 1776 NORTH AVEST LANE, MERIDIAN, ID 83642.T-1TITLE SHEETA-2OVERALL SITE PLANA-1A-4A-3A-5WEST ELEVATIONSSPECIFICATIONS & NOTESE-1G-1 GROUNDING DETAILSONE-LINE DIAGRAM & PANEL SCHEDULEA-6ANTENNA PLANS & RF SCHEDULESEQUIPMENT DETAILSEQUIPMENT DETAILST-2ENLARGED SITE PLANSSPECIFICATIONS & NOTEST-31. 2018 INTERNATIONAL BUILDING CODE2. 2018 INTERNATIONAL MECHANICAL CODE3. 2018 INTERNATIONAL FIRE CODE4. 2018 UNIFORM PLUMBING CODE5. 2017 NATIONAL ELECTRICAL CODE6. 2018 INTERNATIONAL FUEL GAS CODE7. TIA-EIA-222-G OR LATEST EDITION8. ASCE 7-169. NFPA 780 - LIGHTNING PROTECTION CODE10. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES,MOST RECENT EDITION11. LOCAL AMENDMENTS TO THE ABOVE, WHEREAPPLICABLE12. CITY/COUNTY ORDINANCES13. LIFE SAFETY CODE NFPA-101T-MOBILE PROJECT: SPRINT RETAINAPPLICANT:REPRESENTATIVE: CROWN CASTLE USA, INC.ADDRESS: 1505 WESTLAKE AVE N, SUITE 800CITY, STATE, ZIP: SEATTLE, WA 98109CONTACT: KELSEY PUHALLAPHONE: (206) 336-2874E-MAIL: kelsey.puhalla@crowncastle.comCOMPANY: T-MOBILEADDRESS: 12920 SE 38TH STCITY, STATE, ZIP: BELLEVUE, WA 98006A-7EQUIPMENT DETAILSCOMPANY: CROWN CASTLE USA, INC.CONTACT: JEFFREY LEEPHONE: (801) 347-6768E-MAIL: jeffrey.lee@crowncastle.comA-8EQUIPMENT DETAILST-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNEDTELECOMMUNICATIONS FACILITY AS FOLLOWS:TOWER SCOPE OF WORK:xREMOVE (3) SPRINT PANEL ANTENNAS, (3) SPRINT RRU'S, (3) SPRINTDIPLEXER, (1) SPRINT PLATFORM MOUNT, & (3) SPRINT HYBRID CABLESxINSTALL (3) VFA10-RRU SECTOR FRAME MOUNTS & (1) MSFAA RINGMOUNT ASSEMBLYxINSTALL (3) AIR32 B2A/B66A, (3) APXVAA4L24_43-U-NA20, & (3) AIR6449B41 PANEL ANTENNASxINSTALL (3) RADIO 4415, (3) RADIO 4415 B25, & (3) RADIO 4449 B71+B85xINSTALL (4) HYBRID CABLESGROUND SCOPE OF WORK:xREMOVE SPRINT MMBS CABINET, BBU CABINET, PPC & TELCO BOXxUPGRADE METER FROM 100A TO 200AxINSTALL (1) B160 CABINET & (1) B6160 CABINET W/ (3) BB 6630, (1) BB6648, (1) DUG20, (1) RBS6601, & (1) PSU 4813 INSIDE 6160 CABINETxINSTALL (1) GPS ANTENNA, (1) SPD BOX, (1) DISCONNECT, (1) PPC W/CAMLOK, (1) TELCO BOX, & (1) LED TECH LIGHTS W/ TIMERA-5.1EQUIPMENT DETAILS
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessA. GENERAL1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMSUNLESS SPECIFICALLY NOTED OTHERWISE BY T-MOBILE.2. CONTRACTOR SHALL PREPARE ALL SURFACES ANDAPPLY ALL FINISHES PER LATEST EDITION OFMANUFACTURER'S SPECIFICATIONS.3. COMPLY WITH MANUFACTURER'S WRITTENINSTRUCTIONS REGARDING SUFFICIENT DRYING TIMEBETWEEN COATS WITH PROVISIONS AS RECOMMENDEDBY MANUFACTURER FOR EXISTING WEATHERCONDITIONS.4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACESSHALL MATCH EXISTING ADJACENT SURFACES UNLESSOTHERWISE NOTED BY T-MOBILE.5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDEDTO THE T-MOBILE CONSTRUCTION MANAGER.6. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHTSANDING WITH 400 GRIT SANDPAPER ANDNON-HYDROCARBON WASH. PREPARE GALVANIZEDSURFACES BY ACID ETCH OR SOLVENT CLEANING INACCORDANCE WITH SSPC-SP1.7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHERPROTECTIVE METHODS TO PREVENT SPRAY ORDROPPINGS FROM DAMAGING ADJACENT SURFACES ANDFACILITIES.8. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLYBETWEEN EACH SUCCEEDING ENAMEL COAT ON FLATSURFACES. APPLY MATERIAL TO ACHIEVE A COATING NOTHINNER THAN THE DRY FILM THICKNESS INDICATED.9. APPLY BLOCK FILTER TO CONCRETE BLOCKCONSTRUCTION AND ENSURE COMPLETE COVERAGEWITH PORES COMPLETELY FILLED.10. CONTRACTOR SHALL CORRECT RUNS, SAGS, MISSESAND OTHER DEFECTS INCLUDING INADEQUATECOVERAGE AS DIRECTED BY THE T-MOBILECONSTRUCTION MANAGER. REPAINT AS NECESSARY TOACHIEVE SURFACES THAT ARE SMOOTH, EVENLYCOATED WITH UNIFORM SHEEN AND FREE FROMBLEMISHES.B. PAINTING SCOPE1. PAINT THE FOLLOWING MATERIALS AND SYSTEMSCHECKED BELOW WITH THE COATING SYSTEMINDICATED.1. THE LATEST EDITION OF THE AMERICAN INSTITUTE OFARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OFTHE CONTRACT FOR CONSTRUCTION" ARE INCLUDED INTHESE SPECIFICATIONS AS IF COMPLETELYREPRODUCED HEREIN.2. THIS FACILITY IS AN UNOCCUPIED PCSTELECOMMUNICATIONS SITE AND IS EXEMPT FROM ADAACCESS REQUIREMENTS.3. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTORSPARTICIPATING SHALL VISIT THE JOB SITE WITH THECONSTRUCTION AND CONTRACT DOCUMENTS TOCONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED ASDESIGNED HEREIN, AS WELL AS TO FAMILIARIZETHEMSELVES WITH ALL FIELD CONDITIONS AFFECTINGTHE PROPOSED PROJECT INCLUDING DEMOLITION,ELECTRICAL, MECHANICAL AND STRUCTURALINSTALLATIONS PRIOR TO PROCEEDING WITHCONSTRUCTION. SHOULD ANY ERRORS, OMISSION, ORDISCREPANCIES BE FOUND, THE GENERAL CONTRACTORSHALL IMMEDIATELY NOTIFY IN WRITING, THE T-MOBILECONSTRUCTION MANAGER AND THE ARCHITECT.4. IN THE EVENT OF DISCREPANCIES WITHIN THESEDRAWINGS, THE CONTRACTOR SHALL INCLUDE THEMORE COSTLY OR EXTENSIVE WORK IN THE BID, UNLESSSPECIFICALLY DIRECTED OTHERWISE BY T-MOBILE. IF ADISCREPANCY EXISTS AND THE PROJECT MANAGER ANDARCHITECT ARE NOT NOTIFIED, THE GENERALCONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALLCOSTS INCURRED TO REPAIR OR CORRECT ALLPROBLEMS THAT RESULT.5. THESE DRAWINGS SHALL NOT BE SCALED AS THESEDRAWINGS ARE INTENDED TO BE FOR DIAGRAMMATICPURPOSES ONLY. FIGURED DIMENSIONS HAVEPRECEDENCE OVER DRAWING SCALE AND DETAILDRAWINGS HAVE PRECEDENCE OVER SMALL SCALEDRAWINGS. CONTRACTOR SHALL CHECK THE ACCURACYOF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLYNOTED, DO NOT FABRICATE ANY MATERIALS, OR BEGINANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWINGDIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELDDIMENSIONS.6. THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BIDALL MATERIALS, EQUIPMENT, APPURTENANCES ANDLABOR NECESSARY TO COMPLETE THE WORK ASINDICATED OR IMPLIED BY THESE DRAWINGS.7. CONTRACTOR SHALL NOTIFY THE T-MOBILECONSTRUCTION MANAGER, THE PROPERTY OWNER ANDTHE ARCHITECT IF ANY DETAILS ARE CONSIDEREDIMPRACTICAL, UNSUITABLE, UNSAFE, NOT WATERPROOF,OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORKIS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NOOBJECTION TO ANY DETAIL. DETAILS ARE INTENDED TOSHOW THE END RESULT OF THE DESIGN. MINORMODIFICATIONS MAY BE REQUIRED TO SUIT JOBCONDITIONS, AND SHALL BE INCLUDED AS PART OF THEWORK.8. EXISTING ELEVATIONS AND LOCATIONS SHALL BEVERIFIED BY THE CONTRACTOR BEFORECONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWNON THE PLANS, THE CONTRACTOR SHALL NOTIFY THET-MOBILE CONSTRUCTION MANAGER AND THEARCHITECT SO THAT MODIFICATIONS CAN BE MADEBEFORE PROCEEDING WITH THE WORK.9. THE CONTRACTOR SHALL VERIFY ALL TELEPHONE &RADIO EQUIPMENT LAYOUTS, SPECIFICATIONS,PERFORMANCE, INSTALLATION AND FINAL LOCATIONSWITH T-MOBILE CONSTRUCTION MANAGER PRIOR TOBEGINNING WORK. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL WORK WITHERICSSON RADIO SYSTEMS.10. ALL SYMBOLS & ABBREVIATIONS USED ON THESEDRAWINGS ARE CONSIDERED CONSTRUCTIONSTANDARDS. IF THE CONTRACTOR HAS QUESTIONSREGARDING THEIR EXACT MEANING, THE T-MOBILECONSTRUCTION MANAGER AND THE ARCHITECT SHALLBE NOTIFIED FOR CLARIFICATION BEFORE THECONTRACTOR PROCEEDS WITH THE WORK.11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALLPERMITS, LICENSES AND INSPECTIONS NECESSARY FORPERFORMANCE OF THE WORK AND INCLUDE THOSE INTHE COST OF THE WORK TO T-MOBILE.C. COATING SYSTEM SPECIFICATIONS1. DTM ACRYLIC COATING (SERIES B66) BY SHERWINWILLIAMS CO. 1MIL DFT PER COAT APPLIED IN TWOCOATS OVER DTM BONDING PRIMER (B66A50).2. 100% ACRYLIC, LATEX COATING EQUIVALENT TO A-100(SERIES A-82) BY SHERWIN WILLIAMS CO. 1 MIL DFT PERCOAT APPLIED IN TWO COATS OVER SPECIFIED PRIMER.D. PAINT & PRIMERANTENNAS PRIMER - KEM AQUA E61-W525 TOPCOAT - COROTHANE II B65W200/B60V22BTS CABINET PRIMER - KEM AQUA E61-W525 TOPCOAT - COROTHANE II B65W200/B60V22COAXIAL JUMPER CABLES PRIMER - AS REQUIRED FOR ADHESION. APPLY ONECOAT OF KEM AQUA WATER REDUCIBLE PRIMER E61W25REDUCED 25% TOPCOAT - 2 COATS COROTHANE II POLYURETHANEB65W200/B60V2RAW STEEL PRIMER - KEM BOND HS B50WZ4, DMT ACRYLIC PRIMER TOPCOAT - 2 COATS COROTHANE II POLYURETHANEB65W200/B60V2GALVANIZED METAL ACID ETCH WITH COMMERCIAL ETCH OR VINEGARPRIMER COAT AND FINISH COAT (GALVITE HIGH SOLIDS OR DTMPRIMER/FINISH)STAINLESS STEEL PRIMER - OTM WASH PRIMER, B71Y1 TOPCOAT - 2 COATS COROTHANE II POLYURETHANEB65W200/B60V2PRE-PRIMED STEEL TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEMBOND HS, SS0WZ4ALUMINUM & COPPER PRIMER - DTM WASH PRIMER, B71Y1 TOPCOAT - 2 COATS COROTHANE II POLYURETHANEB65W200/B60V2CONCRETE MASONRY PRIMER - PRO MAR EXTERIOR BLOCK FILLER TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM, SHEENTO MATCHCONCRETE STUCCO(EXISTING) 2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TO MATCHSTUCCO PRIMER - PRO MAR MASONRY CONDITONERB-46-W21000 TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84GLOSSWOOD PRIMER - A-100 EXTERIOR ALKYD WOO9D PRIMERY-24W20 TOPCOAT - 2 COATS A-100 LATEX HOUSE & TRIM SHEENTO MATCH ADJACENT SURFACES23. THE LATEST EDITION OF ALL PERMITTED AND APPROVEDPLANS PERTAINING TO THIS PROJECT SHALL BE KEPT INA PLAN BOX AND SHALL NOT BE USED BY WORKERS. ALLCONSTRUCTION SETS SHALL REFLECT THE SAMEINFORMATION. THE CONTRACTOR SHALL ALSO MAINTAININ GOOD CONDITION, ONE COMPLETE SET OF PLANSWITH ALL REVISIONS, ADDENDA AND CHANGE ORDERSON THE PREMISES AT ALL TIMES. THESE ARE TO BEUNDER THE CARE OF THE CONSTRUCTIONSUPERINTENDENT.24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH ANDWASTE MATERIALS ON A DAILY BASIS, EXCEPT FOR THATSPECIFIED AS THE PROPERTY OF THE BUILDING ORPROPERTY OWNER AND SHALL EXERCISE STRICTCONTROL OVER SITE CLEANING THROUGHOUTCONSTRUCTION AND FINAL CLEAN-UP UPONCOMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN ABROOM CLEAN CONDITION AT THE END OF EACH DAYTHEN AT A VACUUM CLEAN CONDITION, FREE FROMPAINT SPOTS, DUST OR SMUDGES OF ANY NATURE ATCOMPLETION OF WORK.25. THE GENERAL CONTRACTOR MUST PERFORM WORKDURING PROPERTY OWNER'S PREFERRED HOURS TOAVOID DISRUPTION OF NORMAL ACTIVITY.26. ALL EXPOSED METAL SHALL BE HOT-DIPPEDGALVANIZED.27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREASWITH U.L. LISTED OR FIRE MARSHALL APPROVEDMATERIALS IF AND WHERE APPLICABLE TO THIS FACILITYAND PROJECT SITE.28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH ARATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75FEET TRAVEL DISTANCE TO ALL PORTIONS OF THEPROJECT AREA UNDER CONSTRUCTION.29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PERNEC ARTICLES 250 AND 810.30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OFCONDITIONED SPACES SUCH AS AT WALL AND ROOFPENETRATIONS SHALL BE CAULKED OR SEALED TO LIMITINFILTRATION OF AIR AND MOISTURE.31. UPON COMPLETION OF CONSTRUCTION, T-MOBILECONSTRUCTION MANAGER SHALL CONDUCT AWALK-THRU WITH PROPERTY OWNER ORREPRESENTATIVE OF PROPERTY OWNER.32. THE CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING ALL SYSTEM EQUIPMENT IN A CLEANWORKING ORDER UNTIL ACCEPTANCE OF THE PROJECTBY T-MOBILE.33. INSTALL ALL EQUIPMENT AND MATERIALS PER THELATEST EDITION OF THE MANUFACTURER'SINSTALLATION SPECIFICATIONS UNLESS SPECIFICALLYOTHERWISE INDICATED, OR WHERE LOCAL CODES ORREGULATION TAKE PRECEDENCE.GENERAL SPECIFICATIONS2PAINT SPECIFICATIONS1PAINTING SCOPESURFACE TO BE PAINTEDCOATINGSYSTEMPAINTDONOTPAINTN/ABTS UNIT XALL EQUIPMENT & CABINETSOTHER THAN THE BTS UNITXANTENNA COVERS, TILTBRACKETS, MOUNTINGBRACKETS AND ASSOCIATEDHARDWARE, CABLE AND CABLECOVERS EXPOSED TO VIEW,EXPOSED CONDUIT ANDHANGERS, ETC.SEEPLANSSEEPLANSFLASHING UNITS, METAL TRIMAND OTHER METAL SURFACESXSTUCCO, CONCRETE,CONCRETE BLOCK ANDCEMENTIOUS TYPE FINISHSYSTEMS.XPLYWOOD, LUMBER AND WOODTRIM INCLUDING THE BACK SIDEOF ALL SCREEN WALLSXDRYWALL XCONCRETE POLES XMETAL POLES AND METAL POLESTAND-OFFX12. THE CONTRACTOR SHALL PROVIDE CONTINUOUSSUPERVISION AND DIRECT ALL WORK WHILE ANYSUBCONTRACTORS OR WORKERS ARE ONSITE, USINGHIS OR HER BEST SKILL AND ATTENTION. THECONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALLCONSTRUCTION MEANS, METHODS, TECHNIQUES,PROCEDURES, SEQUENCES, AND COORDINATION OF ALLPORTIONS OF THE CONTRACTED WORK.13. WORKMANSHIP THROUGHOUT SHALL BE OF THE BESTQUALITY OF THE TRADE INVOLVED, AND SHALL MEET OREXCEED THE FOLLOWING MINIMUM REFERENCESTANDARDS FOR QUALITY AND PROFESSIONALCONSTRUCTION PRACTICE: NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION O'HARE INTERNATIONAL CENTER 10255 W. HIGGINS ROAD, SUITE 600 ROSEMONT, IL 60018-5607 SMACNA SHEET METAL AND AIR CONDITIONINGCONTRACTORS NATIONAL ASSOCIATION 4201 LAFAYETTE CENTER DRIVE CHANTILLY, VA 20151-1219 IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER 820 TRANSFER ROADST. PAUL, MN 55114-140614. INSTALL ALL EQUIPMENT AND MATERIALS PER THELATEST EDITION OF THE MANUFACTURER'SINSTALLATION SPECIFICATIONS UNLESS OTHERWISEINDICATED BY T-MOBILE, OR WHERE LOCAL CODES ORREGULATIONS TAKE PRECEDENCE.15. THE CONTRACTOR SHALL VERIFY, COORDINATE, ANDPROVIDE ALL NECESSARY BLOCKING, BACKING,FRAMING, HANGERS OR OTHER SUPPORTS FOR ALLITEMS.16. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALLGIVE ALL REQUIRED CONSTRUCTION NOTICES ANDSHALL COMPLY WITH ALL APPLICABLE LOCAL CODES,REGULATIONS, LAWS AND ORDINANCES, AS WELL AS THESTATE DEPARTMENT OF INDUSTRIAL RELATIONSREGULATIONS, INCLUDING BUT NOT LIMITED TO THEDIVISION OF OCCUPATIONAL SAFETY AND HEALTH(OSHA).17. THE CONTRACTOR SHALL PROTECT ALL PROPERTYFROM DAMAGE THAT MAY OCCUR DURINGCONSTRUCTION. ANY DAMAGE TO NEW AND EXISTINGFINISHES, CONSTRUCTION, STRUCTURE, LANDSCAPING,CURBS, STAIRS, OR EQUIPMENT, ETC. SHALL BEIMMEDIATELY REPAIRED OR REPLACED TO THESATISFACTION OF T-MOBILE AND THE PROPERTYOWNER'S REPRESENTATIVE, AT THE EXPENSE OF THECONTRACTOR.18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, ANDSHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER,OR INFERIOR MATERIALS OR WORKMANSHIP OR ANYDAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTERTHE COMPLETION AND ACCEPTANCE OF THE WORK BYT-MOBILE UNDER THIS CONTRACT.19. IT SHALL BE THE RESPONSIBILITY OF THE GENERALCONTRACTOR TO PROTECT AND LOCATE, OR CONTACTAN OUTSIDE AGENCY TO LOCATE, ALL EXISTINGUTILITIES REGARDLESS OF WHETHER OR NOT SHOWNHEREIN. THE CONTRACTOR SHALL BEAR ALL EXPENSESFOR THE REPAIR OR REPLACEMENT OF UTILITIES OROTHER PROPERTY DAMAGED IN CONJUNCTION WITH THEEXECUTION OF WORK.20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THECOMPLETE SECURITY OF THE PROJECT SITE WHILE THEJOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETEDAND ACCEPTED BY T-MOBILE.21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,POWER AND TOILET FACILITIES AS REQUIRED BY THEPROPERTY OWNER, T-MOBILE, AND THE CITY ORGOVERNING AGENCY.22. THE GENERAL CONTRACTOR IS RESPONSIBLE FORREDLINING THE CONSTRUCTION DOCUMENTS TOILLUSTRATE THE AS-BUILT CONDITION OF THE SITE. THISSHALL BE DONE AFTER THE SITE HAS BEEN AWARDEDFINAL INSPECTION BY THE RESPONSIBLE BUILDINGAGENCY. ONE SET OF REDLINED DRAWINGS SHALL BEPROVIDED TO THE T-MOBILE CONSTRUCTION MANAGER.
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessA. GENERAL1. PRECEDENCE: UNLESS OTHERWISE SHOWN ORSPECIFIED, THE FOLLOWING GENERAL NOTES SHALLAPPLY. INFORMATION ON THESE DRAWINGS SHALL HAVETHE FOLLOWING PRECEDENCE.A. ALL DIMENSIONS TO TAKE PRECEDENCE OVERSCALE SHOWN ON PLANS, SECTIONS AND DETAILS.B. NOTES AND DETAILS ON DRAWINGS SHALL TAKEPRECEDENCE OVER GENERAL NOTES AND TYPICALDETAILS.C. MATERIAL NOTES AND SPECIFICATIONS ON THEDRAWINGS SHALL TAKE PRECEDENCE OVER THESPECIFICATIONS.2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGSFOR ALL DIMENSIONS NOT SHOWN.3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALLAPPLY UNLESS SPECIFICALLY SHOWN OR NOTEDOTHERWISE. CONSTRUCTION DETAILS NOT FULLYSHOWN OR NOTED SHALL BE SIMILAR TO DETAILSSHOWN FOR SIMILAR CONDITIONS.4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO INSTALL ALL TEMPORARY BRACINGAND SHORING TO INSURE THE SAFETY OF THE WORKUNTIL IT IS COMPLETED. THIS INCLUDES UNDERPINNINGEXISTING FOOTINGS WHERE APPLICABLE.5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHEDSTRUCTURE. UNLESS OTHERWISE INDICATED, THEY DONOT INDICATE THE METHOD OF CONSTRUCTION.6. WATERPROOFING: WATERPROOFING AND DRAINAGEDETAILS OR SPECIFICATIONS SHOWN IN THESEDRAWINGS ARE FOR GENERAL INFORMATIONALPURPOSES ONLY. CONTRACTOR TO NOTIFY THET-MOBILE CONSTRUCTION MANAGER AND THEARCHITECT IF ANY INADEQUATE OR IMPROPERCONDITIONS.B. STEEL1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATEMEMBERS SHALL CONFORM TO ASTM A-36 AND BEFABRICATED IN ACCORDANCE WITH THE SPECIFICATIONSOF THE AISC.2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESSOTHERWISE NOTED ON PLANS. HIGH STRENGTH BOLTSSHALL CONFORM TO ASTM A-3253. STEEL PIPE COLUMNS SHALL BE GRADE "B"CONFORMING TO ASTM A53.4. STEEL TUBING SHALL BE GRADE "B" CONFORMING TOASTM A500.5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARCMETHOD. ALL WELDERS SHALL BE PROPERLY QUALIFIEDAND BE PRE-APPROVED. SURPLUS METAL SHALL BEDRESSED OFF TO SMOOTH, EVEN SURFACES WHEREWELDS ARE NOT EXPOSED TO VIEW. ALL WELDING SHALLCOMPLY WITH THE LATEST A.W.S. SPECIFICATIONS.6. THE FOLLOWING WELDING EQUIPMENT MUST BE USED:A. 250 AMP WELDERS.B. ROD OVENS.C. GRINDERS.7. NO BUZZ BOXES SHALL BE USED.8. ALL STRUCTURAL STEEL SHALL HAVE MILLCERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ONTHE JOB SITE FOR EXAMINATION BY THE DESIGNENGINEER AND THE CITY INSPECTOR.9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILLCERTIFICATION. MILL CERTIFICATION SHALL BE KEPT ONTHE JOB SITE FOR EXAMINATION BY THE INSPECTOR.10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED INTHE FIELD SHALL BE TOUCHED UP WITH COLDGALVANIZING PAINT.11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNEDFOR ONE HALF OF ALLOWABLE CODE STRESSES UNLESSNOTED "FULL STRESS" AT END OF WELD SYMBOL.13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL,DOWELS, INSERTS, ETC., SHALL BE WELL SECURED INPOSITION PRIOR TO PLACING CONCRETE. NOREPOSITIONING DURING CONCRETE POUR IS ALLOWED.14. SLABS SHALL BE SPRAYED WITH A CURING COMPOUNDIMMEDIATELY AFTER FINISHING. CURING COMPOUNDSUSED ON CONCRETE WHERE TILE OR FLOOR COVERINGIS TO BE BONDED TO THE CONCRETE SURFACE SHALL BEAPPROVED BY THE TILE OR FLOOR COVERINGMANUFACTURER. KEEP SLAB WET FOR 7 DAY MINIMUMPERIOD.15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED ASIT IS BEING PLACED WITH ELECTRICALLY OPERATEDVIBRATING EQUIPMENT.D. TIMBER1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMSSHALL BE NO. 1 GRADE DOUGLAS FIR., S45, UNLESSNOTED OTHERWISE.2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTSSHALL BE NO.2 GRADE DOUGLAS FIR, S45, UNLESSNOTED OTHERWISE.3. STRIPPING, BLOCKING, BACKING AND OTHERNON-STRUCTURAL LUMBER SHALL BE NO. 2 OR STD &BTR GRADE DOUGLAS FIR, S45. 2X4 STUD WALLS SHALLBE D.F. STANDARD & BTR.4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLEDWITH CROWN SIDE UP.5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOODSHEATHING WITH A SPAN INDEX RATIO 32/16. EDGE NAILWITH8d AT 6" O.C. UNLESS NOTED OTHERWISE ON PLANS.FIELD NAIL WITH 8d AT 12" O.C.6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAINPERPENDICULAR TO SUPPORTS AND WITH THE EDGESSTAGGERED, UNLESS NOTED OTHERWISE ON THEPLANS.7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, ORPTL AND SHALL CONFORM TO PS 1-83.8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBERSHALL NOT EXCEED 24% AT THE TIME OF INSTALLATION.9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OFBUILDING CODE. ALL NAILS SHALL BE COMMON WIRENAILS.10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERSUNDER HEADS AND/OR NUTS WHERE IN CONTACT WITHWOOD.11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOTDRIVEN. LAG BOLTS SHALL BE INSTALLED INPRE-DRILLED HOLES WITH A DIAMETER EQUAL TO 75%DIAMETER OF BOLT.12. CONNECTORS: ALL SHEET METAL FRAMINGCONNECTORS SHOWN IN THE PLANS SHALL BE STRONGCONNECTORS AS MANUFACTURED BY THE SAMSONCOMPANY. SUBSTITUTIONS MAY BE MADE WHENAPPROVED BY THE STRUCTURAL ENGINEER.13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACTWITH MASONRY OR CONCRETE SHALL BE WOLMANIZEDPRESSURE TREATED LUMBER OR A NATURALLY DECAYRESISTANT LUMBER SUCH AS REDWOOD OR CEDAR.14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMSA. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.)CONFORMING TO 20F-V12B. STRENGTH PROPERTIES:Fb BOTTOM FIBER BENDING STRESS 2000psi MIN.Fb TOP FIBER BENDING STRESS 1000psi MIN.Fv SHEAR STRESS 190psi MIN.Fc COMPRESSION STRESS PERPENDICULAR TOGRAIN 560psi MIN.C. MODULUS ELASTICITY 1400ksi MIN.D. CAMBER TO RADIUS OF 1600° U.O.N.E. ALL GLB'S SHALL BE FABRICATED WITH EXTERIORGLUE.F. MANUFACTURE OF GLB'S SHALL CONFORM TO THEUBC.G. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITHANSI/AITC A190.1 AND ASTM D3737.C. CONCRETE1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVETHE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH ATAGE OF 28 DAYS:LOCATIONSTRENGTHWT.SLUMPADMIXTURESLAB&FOOTING 3000psi 150pcf 4"NONE2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTHGREATER THAN 2500psi SHALL BE CONTINUOUSLYINSPECTED DURING PLACEMENT BY A DEPUTYINSPECTOR EMPLOYED BY A TESTING LABORATORYAPPROVED BY THE BUILDING DEPT.3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEANPREFORMED BARS CONFORMING TO ASTM A615 ASFOLLOWS:#4 & SMALLER BARS.................GRADE 40#5 & LARGER BARS...................GRADE 60ALL BARS AT CAISSON FOOTING...GRADE 604. FOUNDATIONS & SLABS: TYPE V, LOW ALKALI,CONFORMING TO ASTM C-150. PIER/CAISSON FOOTINGS:TYPE V, LOW ALKALI, CONFORMING TO ASTM C-150.5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORMTO ASTM C-33. USE ONLY AGGREGATES KNOWN NOT TOCAUSE EXCESSIVE SHRINKAGE. THE MAXIMUM SIZEAGGREGATE IN CONCRETE WORK SHALL BE THEFOLLOWING:A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVELB. PIER/CAISSON FOOTING: 1" GRAVEL.6. SHALL BE CLEAN AND FREE FROM DELETERIOUSAMOUNT OF ACIDS, ALKALIS, ORGANIC MATERIALS ANDSHALL BE SUITABLE FOR HUMAN CONSUMPTION.7. MIXING: PREPARATION OF CONCRETE SHALL CONFORMTO ASTM C-94. NO MORE THAN 90 MINUTES SHALLELAPSE BETWEEN CONCRETE BATCHING AND CONCRETEPLACEMENT UNLESS APPROVED BY A TESTING AGENCY.8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOTBE FLOPPED THROUGH REINFORCING STEEL (AS INWALLS, COLUMNS, CAISSON, AND DROP CAPITALS) SO ASTO CAUSE SEGREGATION OF AGGREGATES. USEHOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THATTHE FREE UNCONFINED FALL OF CONCRETE SHALL NOTEXCEED 5 FT.9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED AMINIMUM OF 30 DIAMETERS AND SECURELY WIREDTOGETHER. SPLICES OF ADJACENT REINFORCING BARSSHALL BE STAGGERED WHEREVER POSSIBLE.10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS,BEAMS, GIRDERS AND COLUMNS SHALL BE TO FACE OFSTIRRUPS OR TIES. UNLESS OTHERWISE NOTED,CONCRETE COVERAGE FOR REINFORCING BARS TOFACE OF BAR SHALL BE AS FOLLOWS:A. CONCRETE IN CONTACT WITH EARTH, UNFORMED3"B. CONCRETE IN CONTACT WITH EARTH, FORMED 2"C. WALL, EXTERIOR FACE 1-1/2"D. WALL, INTERIOR FACE 1"E. STRUCTURAL SLABS 3/4"F. JOISTS 3/4"G. BEAMS, GIRDERS & COLUMNS 1-1/2"11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BEPLACED IN BEAMS, SLABS, WALLS AND COLUMNS,EXCEPT THOSE SHOWN ON THE PLANS. CONTRACTORSHALL OBTAIN PRIOR APPROVAL FOR INSTALLATIONS OFANY ADDITIONAL SLEEVES OR CHASES. ALL PLUMBING,ELECTRICAL AND MECHANICAL OPENINGS SHALL BESLEEVES. CORING IS NOT ALLOWED UNLESS PRIORAPPROVAL IS OBTAINED FROM THE STRUCTURALENGINEER.12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETESLAB SHALL NOT HAVE AN OUTSIDE DIAMETER GREATERTHAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALLNOT BE EMBBEDED IN A SLAB THAT IS LESS THAN 3-1/2"THICK, UNLESS SLAB IS LOCALLY THICKENED. MINIMUMCLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIXINCHES.21STRUCTURAL SPECIFICATIONSNOT USED
20' 10' 20'22"x34" SCALE: 1" = 20'-0"11"x17" SCALE: 1" = 40'-0"INFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessLEGAL DESCRIPTION:NOT PROVIDEDPROPOSED T-MOBILE EQUIPMENTAREA WITHIN EXISTING CROWNCASTLE COMPOUND (SEE SHEET A-2)EXISTING BUILDING (TYP.)APN: R0619750090ZONING: C-GN LOCUST GROVE ROADINFORMATION CONTAINED WITHIN DRAWINGSIS BASED ON PROVIDED INFORMATION AND ISNOT THE RESULT OF A FIELD SURVEY.EXISTINGPARKING LOTEXISTINGPARKING LOTEXISTING TREE (TYP.)E LOOP LN
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless2'2'22"x34" SCALE: 3/8" = 1'-0"11"x17" SCALE: 3/16" = 1'-0" 1' 0'PROPOSED ENLARGED EQUIPMENT PLAN21ENLARGED SITE PLAN2' 1'2'22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" 0'INFORMATION CONTAINED WITHIN DRAWINGSIS BASED ON PROVIDED INFORMATION AND ISNOT THE RESULT OF A FIELD SURVEY.EXISTING ENLARGED EQUIPMENT PLAN32' 1'2'22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" 0'RF EQUIPMENT SCOPE OF WORK-SEE RFDSxINSTALL (3) BB 6630, (1) BB 6648, (1) DUG20, (1)RBS6601, & (1) PSU 4813 INSIDE 6160 CABINETEXISTING SPRINT HYBRID CABLESTO BE REMOVED - SEE ANTENNASCHEDULES ON SHEET A-4EXISTING SPRINT GPSANTENNA TO BE REMOVEDEXISTING SPRINT EQUIPMENTCABINET TO BE REMOVEDEXISTING SPRINT ICEBRIDGE TO REMAINEXISTING SPRINT6'-0"x8'-0" EQUIPMENTPLATFORM TO REMAINEXISTING SPRINT UTILITYH-FRAME TO REMAINEXISTING SPRINT 100APPC TO BE REMOVEDEXISTING SPRINT FIBERBOX TO REMAINEXISTING SPRINT EQUIPMENTTO BE REMOVED3A-6PROPOSED T-MOBILE EQUIPMENTAREA WITHIN EXISTING CROWNCASTLE COMPOUNDEXISTING CROWNCASTLE MONOPOLEPROPOSED T-MOBILE ANTENNAAREA (SEE SHEET A-4)EXISTING ACCESSGATE, TYP.EXISTING GENERATORBY OTHERSEXISTING EQUIPMENTSHELTER BY OTHERSEXISTING ICE BRIDGEBY OTHERS, TYP.EXISTING SPRINT 100AMETER TO BE UPGRADEDPROPOSED T-MOBILE 6160CABINET W/ PROPOSED (1) BB 6648AND (3) BB 6630, & (1) PSU 48132A-64A-65A-67A-68A-6PROPOSED T-MOBILE SPD BOXMOUNTED TO SIDE OF 6160 CABINETPROPOSED T-MOBILEB160 CABINET1A-67A-61A-7EXISTING 6'-0"x8'-0"EQUIPMENT PLATFORM TOBE UTILIZED BY T-MOBILEPROPOSED T-MOBILE HYBRIDCABLES - SEE ANTENNASCHEDULES ON SHEET A-4EXISTING ICE BRIDGE TO BEUTILIZED BY T-MOBILEPROPOSED T-MOBILE 200A PPC W/CAM-LOK GEN PLUG ON H-FRAME--A-8PROPOSED T-MOBILE TELCOBOX 4'x4', NEMA4 RATEDPROPOSED T-MOBILEGPS ANTENNAPROPOSED T-MOBILE LEDTECH LIGHTS W/ TIMER2A-7UPGRADED T-MOBILE200A METERPROPOSED T-MOBILE200A DISCONNECT ONH-FRAMEEXISTING T-MOBILEFIBER BOXEXISTING T-MOBILEICE BRIDGE
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless2EXISTING WEST ELEVATION1PROPOSED WEST ELEVATION4'4'22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" 2'0'4'4'22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" 2'0'NOTES:xTHESE DRAWINGS ARE NOT INTENDED TO BE AVERIFICATION THAT THE STRUCTURE ORMOUNTS ARE ADEQUATE TO SUPPORT THEPROPOSED LOADING. VERIFICATION THAT THEEXISTING STRUCTURE AND MOUNTS CANSUPPORT THE PROPOSED LOADING SHALL BEPERFORMED BY A REGISTERED PROFESSIONALENGINEER PRIOR TO CONSTRUCTION.xCONTRACTOR TO REFER TO THE STRUCTURALANALYSIS AND MOUNT ASSESSMENT ANDVERIFY LOADING WITH THE MOST RECENT RFDSPRIOR TO CONSTRUCTION."LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OFTHE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGESOF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION,MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONSSHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OFTHE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBINGFACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BELIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIREROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITYTO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACTTO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITSINTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDINGEXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TOYOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TOGENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTORNOTICE TICKET.NOTE:xCONTRACTOR TO VERIFY WITH CROWN CASTLEIF THE SITE WILL REQUIRE USE OF A CRANE FORINSTALLATION, AND APPLICABLE CRANE HEIGHTIF NEEDED, PRIOR TO CONSTRUCTION.EXISTING SPRINT EQUIPMENTAT GROUND - SEE SHEET A-2GRADEELEV. = 0'-0" AGL (±2609.0' AMSL)BOTTOM OF TOWER STEELELEV. = 0'-0" REF., 0'-5" AGL℄ OF EXISTING SPRINT ANTENNASELEV. = ±79'-0" REF., ±79'-5" AGLTOP OF EXISTING SPRINT ANTENNASELEV. = ±82'-10" REF., ±83'-3" AGLTOP OF EXISTING MONOPOLEELEV. = ±100'-0" REF., ±100'-5" AGL℄ OF EXISTING ANTENNAS BY OTHERSELEV. = ±96'-0" REF., ±96'-5" AGLEXISTING SPRINT CABLING - SEEANTENNA SCHEDULES ON SHEET A-4EXISTING CROWN CASTLEMONOPOLEEXISTING PANEL ANTENNASBY OTHERS MOUNTED TOMONOPOLE, TYP.EXISTING SPRINT ANTENNAS WITHASSOCIATED EQUIPMENT MOUNTEDTO MONOPOLE - SEE SHEET A-4GRADEELEV. = 0'-0" AGL (±2609.0' AMSL)BOTTOM OF TOWER STEELELEV. = 0'-0" REF., 0'-5" AGLEXISTING CROWN CASTLEMONOPOLEPROPOSED T-MOBILE EQUIPMENTAT GROUND - SEE SHEET A-2PROPOSED T-MOBILE CABLING - SEEANTENNA SCHEDULES ON SHEET A-4EXISTING PANEL ANTENNASBY OTHERS MOUNTED TOMONOPOLE, TYP.PROPOSED T-MOBILE ANTENNAS WITHASSOCIATED EQUIPMENT MOUNTED TOMONOPOLE - SEE SHEET A-4℄ OF PROPOSED T-MOBILE ANTENNASELEV. = ±79'-0" REF., ±79'-5" AGLTOP OF PROPOSED T-MOBILE ANTENNASELEV. = ±83'-0" REF., ±83'-5" AGLTOP OF EXISTING MONOPOLEELEV. = ±100'-0" REF., ±100'-5" AGL℄ OF EXISTING ANTENNAS BY OTHERSELEV. = ±96'-0" REF., ±96'-5" AGLEXISTING CMU WALLEXISTING CMU WALL
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless2' 1'2'22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" 0'NOT TOSCALE3PROPOSED ANTENNA PLAN21EXISTING ANTENNA PLAN2' 1'2'22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" 0'RF SCHEDULESSIZERADCENTERAZIMUTHMODELMOUNTSECTORALPHABETAGAMMAMOUNTPOSITIONANTENNAQTY.RRHEXISTING ANTENNA / CABLE SCHEDULEMODELQTY.TMA/COMBINER/FILTERMODELQTY.HYBRID CABLE (HCS)TYPELENGTHQTY.COAX CABLETYPELENGTHRFDSPOSITIONNOTES1. CONTRACTOR IS TO REFER TO T-MOBILE'SMOST CURRENT RADIO FREQUENCY DATASHEET (RFDS) PRIOR TO CONSTRUCTION.2. CABLE LENGTH IS APPROXIMATE.CONTRACTOR TO FIELD VERIFY CABLELENGTHS PRIOR TO ORDERING, FABRICATION,OR INSTALLATION OF CABLES.3. PROPOSED EQUIPMENT IS INDICATED BYBOLD TEXT.SIZERADCENTERAZIMUTHMODELMOUNTSECTORALPHABETAGAMMAANTENNAQTY.RRHPROPOSED ANTENNA / CABLE SCHEDULEMODELQTY.TMA/COMBINER/COVPMODELQTY.HYBRID CABLE (HCS)TYPELENGTHQTY.COAX CABLETYPELENGTHRFDSPOSITIONNOTE: MOUNT SECTORS ARE CLOCKWISE.RFDS POSITIONS ARE THE ANTENNA POSITIONS LISTED IN THE RFDS, AND MAY DIFFER FROM THE ORDER IN WHICH EXISTING ANTENNAS ARE INSTALLED. THE METHOD FOR WHAT ORDER ANTENNAS ARE LISTED IN THE RFDS VARIES DEPENDING ON THE MARKET.M. TILT0°0°--0°0°0°--0°0°0°--0°M. TILT0-------- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --1RRH-P4 (1900)-------- ------ -- ---- ---- --1RFD01F-26A-- --------RFD01F-26A------RFD01F-26A-- ---- ------ --1,1,1±129'-0"HCS 6x24 4 AWG (40m)--------1,1,1------1,1,1------ ---- ----4415 B66A,4415 B25,4449 B71+B854415 B66A,4415 B25,4449 B71+B854415 B66A,4415 B25,4449 B71+B85-------- --4A1A2B1--C1----B2C2A3B3C3--0°--82.6."--20°--APXVBLL20X_43-C-120----AIR6449 B41AIR32 B2A/B66AA (KRD901046-1)--20°20°APXVAA4L24_43-U-NA20------140°--140°140°260°--260°260°AIR6449 B41AIR32 B2A/B66AA (KRD901046-1)APXVAA4L24_43-U-NA20--AIR6449 B41AIR32 B2A/B66AA (KRD901046-1)APXVAA4L24_43-U-NA20--95.9"75.8"--33.1"95.9"75.8"--33.1"95.9"75.8"--33.1"79'-0"------PANEL ANTENNAS "B"AZ= 120°79'-0"79-0"79'-0"----0------1--------120°--82.6."----APXVBLL20X_43-C-120--------79'-0"--------0------1--------120°--82.6."----APXVBLL20X_43-C-120--------79'-0"--------RRH-P4 (1900)---- ------1--RRH-P4 (1900)---- ------1----79'-0"79-0"79'-0"--79'-0"79-0"79'-0"EXISTING CROWN CASTLE MONOPOLEEXISTING SPRINT MOUNTTO BE REMOVEDEXISTING SPRINT RRU TO BEREMOVED (1 PER SECTOR, 3 TOTAL)EXISTING SPRINT PANEL ANTENNA TOBE REMOVED (1 PER SECTOR, 3 TOTAL)EXISTING SPRINT DIPLEXER TO BEREMOVED (1 PER SECTOR, 3 TOTAL)PANEL ANTENNAS "A"AZ= 0°PANEL ANTENNAS "C"AZ= 240°PANEL ANTENNAS "B"AZ= 140°EXISTING CROWN CASTLE MONOPOLEPANEL ANTENNAS "A"AZ= 20°PANEL ANTENNAS "C"AZ= 260°PROPOSED T-MOBILE AIR6449 B41PANEL ANTENNA MOUNTED TOMONOPOLE (1 PER SECTOR, 3 TOTAL)1A-52A-5PROPOSED T-MOBILE AIR32 B2A/B66AAPANEL ANTENNA MOUNTED TOMONOPOLE (1 PER SECTOR, 3 TOTAL)1A-56A-5PROPOSED T-MOBILE RADIO 4415 B66ARRU (1 PER SECTOR, 3 TOTAL) & RADIO4415 B25 RRU (1 PER SECTOR, 3 TOTAL)1A-55A-5PROPOSED T-MOBILE APXVAA4L24_43-U-NA20PANEL ANTENNA MOUNTED TO MONOPOLE (1PER SECTOR, 3 TOTAL)1A-53A-51A-54A-5PROPOSED T-MOBILE RADIO 4449B71+B85 RRU (1 PER SECTOR, 3 TOTAL)PROPOSED T-MOBILE SECTORFRAME MOUNTS (3 TOTAL) ONRING MOUNT ASSEMBLY (1 TOTAL)3A-76A-7
MANUFACTURER: ERICSSONMODEL: AIR6449 B41WEIGHT: 104.0 LBSDIMENSIONS: 33.1" X 20.6" X 8.6"FREQUENCY: REFER TO RF DATA SHEETTOPFRONTSIDE20.68.633.120.6TOPFRONTSIDEMECHANICALDOWNTILTBRACKETRF CONNECTOR, TYP24.095.9MANUFACTURER: RFSMODEL: APXVAA4L24_43-U-NA20WEIGHT: 128 LBS; BRACKETS: 25.3 LBSDIMENSIONS: 95.9" X 24.0" X 8.5"FREQUENCY: REFER TO RF DATA SHEET24.08.58.512.9"12.9"8.7"REARSIDE5.1"56.6"12.9"FRONT56.6"MANUFACTURER: ERICSSONMODEL: AIR32 B2A/B66AaWEIGHT: 132.2 LBSDIMENSIONS: 56.6" X 12.9" X 8.7"FREQUENCY: REFER TO RF DATA SHEETCLAMP KITCLAMP KITTOP10.0"FRONTSIDE28.0"15.0"10.0"15.0"28.0"MANUFACTURER: ERICSSONMODEL: RADIO 4449WEIGHT: 85 LBSDIMENSIONS: 28"Hx15"Wx10"D (MAX.)ERICSSONTOP13.47"FRONTSIDE16.54"13.47"6.2"16.54"6.3"MANUFACTURER: ERICSSONMODEL: RADIO 4415WEIGHT: 47.4 LBSDIMENSIONS: 16.54"Hx6.30"Wx13.47"DINFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessNOT TOSCALE31MOUNTING DETAILNOT TOSCALENOT TOSCALE4NOT TOSCALE2ANTENNA DETAILNOT TOSCALE6NOTE: ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE.ANTENNA MOUNTINGKIT BY ANTENNAMANUFACTURERSTAND OFF ARMOR PLATFORMMOUNT PIPET-MOBILE RADIOMOUNTED TO PIPE MOUNTWITH MANUFACTURERSUPPLIED HARDWAREJUMPER CABLET-MOBILE ANTENNADOWNTILT ANTENNA MOUNTINGBRACKET AND HARDWARE BYANTENNA MANUFACTURERRADIO 4449 DETAILANTENNA DETAIL RADIO 4415 DETAIL5NOT TOSCALEANTENNA DETAIL
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessNOT TOSCALE4NOT TOSCALE6NOT TOSCALE8BB 6630 DETAIL7NOT TOSCALEBB 6648 DETAILHCS/FIBER STRAND COLOR CODING3NOT TOSCALEHYBRID CABLE DETAIL6630 BASEBANDDIMENSIONS, WxDxH: (19"x13.78"x1.75")MAX POWER CONSUMPTION: 180 WBREAKER SIZE: MIN 10 A, MAX 30 ATOTAL WEIGHT: ± 14.33 lbs19"1.75"13.78"6648 BASEBANDDIMENSIONS, WxDxH: (19"x13.78"x1.75")MAX POWER CONSUMPTION: 180 WBREAKER SIZE: MIN 10 A, MAX 30 ATOTAL WEIGHT: ± 14.33 lbs19"1.75"13.78"5NOT TOSCALECABINET ATTACHMENT DETAIL10NOT TOSCALERF JUMPER ATTACHMENT DETAIL(1) WRAP OF INSULATIONTAPE (OVERLAPPING 50%)(2) STRETCH WRAPPED WRAPS OFSELF AMALGAMATING TAPE(STRETCH 30% OVERLAPPING 50%)(3) WRAPS OF INSULATION TAPE(OVERLAPPING 50%)CABLE TIETOWER STANDOFF KITSITE PRO P/N: STK3COAX BLOCKSITE PRO P/N: CXB158COAX BLOCKMOUNTING HARDWARESITE PRO P/N: CH50(2) BARREL CUSHIONSSITE PRO P/N: BC1249NOT TOSCALERF JUMPER CONNECTION DETAILMOUNT SUPPORT ARM20mm50mmPSU 4813 DETAIL1NOT TOSCALEB160 CABINET DETAILERICSSON MODEL NO.: 6160TOP VIEWFRONT VIEWSIDE VIEWRACK SPACE: 19UDIMENSIONS, HxWxD: 63.0"x26.0"x28.0"CABINET WEIGHT, EMPTY: 295 LBSMAXIMUM WEIGHT: 2000± LBSERICSSON MODEL NO.: B16025.6"33.5"63.0"TOP VIEWFRONT VIEWSIDE VIEW26.0"28.0"63.0"2NOT TOSCALE6160 CABINET DETAILRACK SPACE: 19UDIMENSIONS, HxWxD: 63.0"x25.6"x33.5"WEIGHT, EMPTY: 320 LBSWEIGHT, LOADED: 1000± LBSFIBER/HCS LABELING FOR NEW SITESINITIAL INSTALLATION ON NEW BUILD SITES (FIBER STRAND COLOR):xU1900 (BAND 2) RED & BLUExxDATA PORT 1 = REDxxDATA PORT 2 = BLUExL2100 (BAND 4 & 66) GREEN & YELLOWxxDATA PORT 1 = GREENxxDATA PORT 2 = YELLOWxL700 (BAND 12) WHITE & BLACKxxDATA PORT 1 = WHITExxDATA PORT 2 = BLACKIF THE SITE ONLY HAS 600, USE THE 700 FIBERS FOR THAT. IF USING A NEWHCS FOR THE ADDITION OF 600, USE 700 FIBER STRAND COLORS.ALSO LABEL THE FIBER IN THE CABINET FOR DU CONNECTIONS:xALPHA/BETA/GAMMA/DELTA, B4-B66 DATA PORT 1 OR 2xALPHA/BETA/GAMMA/DELTA, B2 DATA PORT 1 OR 2xALPHA/BETA/GAMMA/DELTA, B12 DATA PORT 1 OR 2xALPHA/BETA/GAMMA/DELTA, B71 DATA PORT 1 OR 2WHEN USING MULTIPLE HCS TRUNK LINES, LABEL THEM NUMERICALLY WITHPURPLE TAPE BAND(S). FOR EXAMPLE, THE 2ND HCS WILL BE "HCS 2" WITH (2)PURPLE TAPE BANDS.BLACKWHITEBLACKWHITEYELLOWGREENYELLOWGREENBLUEREDBLUEREDMANUFACTURER: ERICSSONMODEL: PSU 4813DIMENSIONS: 1.7"x19.0"x14.3"WEIGHT: 17.2 LBSMOUNTING BRACKETDC INPUTTERMINALSEXTERNALALARM PORTPOWERSWITCHESFUSE CONNECTORSDC POWER OUTPUTSPSU 4813BOLT THRU FLANGE OFEXISTING STRUCTURAL STEELMEMBER. VERIFY LOCATIONAND SIZED IN FIELD1/2"ØX6" (TYP.)2"X2"X1/4" THICKSTEEL PLATEPLATFORM GRATINGCABINET BASE
MANUFACTURER: SITE PRO 1MODEL: VFA10-RRUPLAN VIEWFRONT VIEWSIDE VIEWMANUFACTURER: SITE PRO 1MODEL: MSFAAINFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessNOT TOSCALE5NOT TOSCALE6NOT TOSCALE4GPS ANTENNA DETAIL1NOT TOSCALE2NOT TOSCALE3NOT TOSCALEMODEL: FYGA/FYGBDEPTH: 3.74"HEIGHT: 2.85"WEIGHT: 5.4 ozOPERATING TEMP: -40°F TO 185°FNOKIA BASE STATION:GPS GLONASS RECEIVER ANTENNA (FYGA/FYGB) OPERATIONFLEXI MULTIRADIO BTS USES GPS (GLOBAL POSITIONING SYSTEM)OR GNSS (GLOBAL NAVIGATION SATELLITE SYSTEM) AS A SOURCEFOR FREQUENCY AND TIME SYNCHRONIZATION. A GPS/GLONASSANTENNA WITH AN INTEGRATED RECEIVER IS INSTALLED OUTSIDEFOR SATELLITE VISIBILITY, AND IS DIRECTLY CONNECTED TO THESYSTEM MODULE. DC POWER FEED FOR THE RECEIVER IS SUPPLIEDTHROUGH THE COMBINED POWER AND DATA CABLE. THE OPERATINGTEMPERATURE RANGE ID FROM -40C TO +85C (-40F TO +185F).NOTE: FYGA/FYGB IS SET TO SUPPORT BOTH GPS AND GLONASSSATELLITE SYSTEMS. TO SUPPORT GLONASS ONLY MODE,FYGA/FYGB HAS TO OPERATE WITH NOKIA APPROVED FIRMWAREV2.11 OR LATER.FYGA/FYGB MOUNTED ON A POLEUSING GPS MOUNTING KIT (FYMA):WORK LIGHT W/ TIMER DETAILANTENNA SECTOR FRAME MOUNT SPECIFICATIONBATTERY SPECIFICATIONSTO PPC CABINETPIPE CAPMOGUL SOCKET MOUNTINGMANUFACTURER'S CABLE OROTHER CABLE SUITABLE FOREXTENDED SUNLIGHT EXPOSUREMETALLIC CABLE TERMINATION FITTINGWEATHERPROOF 60 MIN.ROTARY TIMER LIGHT SWITCH3/4" RGS CONDUIT FOR (3)#12 AWG ELECTRICAL RUN#2 AWG BARE SOLID TINNEDCOPPER WIRE TO GROUND RINGEXOTHERMIC WELD±8'-6"4'-0"ICE BRIDGE/CANOPY POSTLED LIGHTBATTERY SPECIFICATIONS:MANUFACTURER: ENERSYSPRODUCT: POWERSAFE SBS-190FCHEMISTRY: VALVE REGULATED LEAD ACIDNUMBER OF CELLS: 6NOMINAL VOLTAGE: 12 VNOMINAL CAPACITY:8HR RATE 1.75Vpc @ 77°F (25°C): 190 Ah10HR RATE 1.80Vpc @ 68°F (20°C): 190 AhNOMINAL DIMENSIONS:LENGTH: 22.1" (561 mm)WIDTH: 4.9" (125 mm)HEIGHT: 12.4" (316 mm)WEIGHT: 132 LBS (60.0 kg)SHORT CIRCUIT CURRENT: 3990 AMPSINTERNAL RESISTANCE: 3.20 MILLI-OHMSTERMINALS: M6 MELECTROLYTE (PER BLOC)VOLUME: 2.34 GAL (8.86 L)WEIGHT: 25.3 LBS (11.5 kg)PURE H2SO4 ACID (PER BLOC)VOLUME: 0.66 GAL (2.49 L)WEIGHT: 10.1 LBS (4.56 kg)LEAD WEIGHT (PER BLOC): 95.8 LBS (43.4 kg)SBS B8F-190FFront TerminalHLWBATTERY QUANTITY:(4) STRINGS (MAXIMUM) IN BATTERY CABINET,(4) BATTERIES PER STRING, (16) BATTERIES TOTALELECTROLYTE & ACID:(3) GALLONS PER BATTERY, (48) GALLONS TOTALRING MOUNT SPECIFICATIONNOT USED
®INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless1NOT TOSCALEPPC WITH CAM-LOK DETAILFOR REFERENCE ONLY
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessNOT USED1NOT TOSCALEELECTRICAL ONE-LINE DIAGRAM2NOT TOSCALENOT TOSCALEPANEL SCHEDULE31. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARYINFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY.2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK /MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS ANDSPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES,CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED), TRANSFORMER PAD,BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALLREQUIREMENTS IN SCOPE OF WORK.PANEL ID: LOCATION: FED FROM: PANELSCHEDULESINGLE PHASEBUS: MAIN: VOLTAGE: PHASE/WIRE: AIC: SPECIALS: 135791113151719212325272924681012141618202224262830ØABABABABABABABASPACECIRCUIT DESCRIPTIONSPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACEAMPS /POLESP#P#AMPS /POLESTECH LIGHTTELCO CABINET OUTLETSPACESPACESPACESPACE--SPACESPACESPACESPACECIRCUIT DESCRIPTION200A200A BREAKER120/240V1Ø/3 WIRE------6160 CABINETAON H-FRAME--20A1P20A1P2P125ASPACEEXISTING PPC CABINETEXISTING INCOMING SERVICE2" GRC OR LIQUID TIGHT CONDUITFOR AC POWER (CONTRACTOR TOSUPPLY SIZE/QUANTITYCONDUCTORS PERMANUFACTURER SPECIFICATIONS)AC HEATERRECT. 1 & 3RECT. 2 & 4#2 BTCW TO H-FRAME GROUNDBAR (DO NOT BEND TO NEUTRAL)#2 BTCW GROUND BAR (DONOT BEND TO NEUTRAL)POWER PANEL2P101P152P302P30T-MOBILE 6160NOTE:CONTRACTOR TO VERIFY WITHMANUFACTURER SPECIFICATIONSPRIOR TO CONSTRUCTION(SEE PANEL SCHEDULE)BATTERY BAY2P302P302P30RECT. 6RECT. 52P1252P30GFCI OUTLET
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endlessNOTE:GROUND BARS AT BOTTOM OFTOWERS/MONOPOLES SHALLONLY USE EXOTHERMIC WELDS.#6 AWG FROM ANTENNACABLE GROUND KITGROUND BAR ONWALL, ICE BRIDGE,CONCRETE, OR ONANTENNA TOWER*TWO HOLE LUG, OR EXOTHERMIC WELD TO BEUSED WITH #2 AWG BCW TO BUILDING SERVICEGROUND OR GROUND RINGGROUND CONDUCTOR SHALL BE ELIMINATEDWHEN GROUND BAR IS ELECTRICALLY BONDEDTO METAL TOWER/MONOPOLE STRUCTURE3/4"147/16"1"2"23WEATHERPROOFINGKIT (TYP)GROUND KIT (TYP)ANTENNA GROUND BAR,WITHOUT INSULATORS.BONDED DIRECTLY TOMONOPOLE OR TOWERAT ANTENNA LEVEL.COAX JUMPER(TYP)CONNECTORWEATHERPROOFINGKIT (TYP) SEE NOTE 2ANTENNA CABLETO EQUIPMENT (TYP)(TYPICALLY)12" TO 24"120" MAX.ANTENNA CABLECABLE GROUND KITWEATHERPROOFING KIT(SEE NOTE 3)#6 AWG STRANDED COPPERGROUND WIRE (GROUNDED TOGROUND BAR). SEE NOTES 1 & 22 1/2"DIA. MAX.TO ANTENNASRX2TX1/RX1#6 AWGTO GROUND RINGNOTES:1. DO NOT INSTALL CABLE GROUND KIT AT A BEND ANDALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR.2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER ASSUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLDSHRINK SHALL NOT BE USED.1.) COPPER GROUND BAR, 1/4"x 4"x 20", NEWTON INSTRUMENT CO.CAT. NO. B-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCHNEMA DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZEWILL VARY BASED ON NUMBER OF GROUND CONNECTIONS)2.) 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO.CAT. NO. 3015-8 OR APPROVED EQUAL3.) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO.CAT NO. A-6056 OR APPROVED EQUAL4.) 5/8-11 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO.CAT NO. 3012-1 OR APPROVED EQUALCABLECONNECTORNOTES:1. DO NOT INSTALL CABLEGROUND KIT AT A BENDAND ALWAYS DIRECTGROUND WIRE DOWN TOANTENNA GROUND BAR.2. WEATHERPROOFINGSHALL BE TWO-PARTTAPE KIT. COLD SHRINKSHALL NOT BE USED.NOT TOSCALE4TYPICAL GROUND BAR1RF CABLE GROUNDNOT TOSCALENOT TOSCALE5NOT TOSCALE8EXOTHERMIC CONNECTIONS3CABLE GROUND CONNECTIONSNOT TOSCALE7NOT TOSCALENOT TOSCALE9GROUND WIRE INSTALLATIONNOT TOSCALE2CABLE GROUND KITNOT TOSCALE6NOT TOSCALENOTES:GROUND BAR AT ANTENNA LEVEL TO BE BONDED DIRECTLY TO TOWERSTRUCTURE; NO INSULATORS USED. GROUND BAR AT BASE OF TOWERSTRUCTURE TO BE ATTACHED WITH INSULATORS. CONNECTION TO TOWERSTRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS.TYPE TATYPE VNTYPE NCTYPE SSTYPE PTTYPE VBTYPE VSTYPE VVTYPE GTTYPE GYTYPE GRTYPE GLNOT USED NOT USED NOT USED#2 AWG BCW SOLIDTINNED (TYPICAL)LCRF CABLE TO ANTENNASTANDARDGROUND KIT (TYP)RF CABLE TOEQUIPMENT AREA VIATRAY OR ICE BRIDGERF CABLE (TYPFOR ALL)#6 AWG (PROVIDEDWITH GROUND KIT TYP)GROUND RINGMONOPOLEFOUNDATIONANTENNA GROUND BARWITH INSULATORS, ATBOTTOM OF MONOPOLEANTENNA GROUND BARWITHOUT INSULATORS,BONDED DIRECTLY TO THEMONOPOLE AT RAD CENTEREXOTHERMIC WELDMONOPOLE10ANTENNA SCHEMATIC GROUNDING SYSTEM & NOTESGENERAL GROUNDING NOTES:1. TO ENSURE PROPER BONDING, ALL CONNECTIONS SHALL BE AS FOLLOWS:- #2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD TO RODS OR GROUND RING- LUGS AND BUS BAR (UNLESS NOTED OTHERWISE): SANDED CLEAN, COATED WITH OXIDEINHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. ALL LUGS SHALL BE COPPER(NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICALCONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARETHROUGHOUT.2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVCCONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC CONDUIT SHALL BEUSED FOR GROUNDING CONDUCTORS.3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TESTPRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED.4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARPBENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NO GREATER THAN 90 DEGREES.5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDINGSYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL INSPECT THE GROUNDINGSYSTEM.6. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE TOWERPRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGE DUE TO DIFFICULTYWITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISECONSTRUCTION MANAGER PRIOR TO PLACING CIGBE ON ICE BRIDGE IF MOUNTING TOTOWER LEG IS POSSIBLE.7. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTORSHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BEINSTALLED PER N.E.C. ARTICLE 250-30.GND BAR(CIGBE)INSULATED GROUND (TYP.)#6 AWG (TYP.)#6 AWG (TYP.)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)NEARANTENNASGND BAR(CIGBE)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)NEARANTENNASGND BAR(CIGBE)AT RAD CENTERWITHOUT INSULATORSGND BAR(CIGBE)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)NEARANTENNAS