21-100691-Plan-03-09-2021-V1INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless SE04723A_Federal Way Distribution Centers_Sprint Retain_PCD_FSA_02.11.21SHEET INDEXVICINITY MAPCODE COMPLIANCEPROJECT DESCRIPTIONT-1TITLE SHEETDESCRIPTIONSHEETCONTRACTOR 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.A-2OVERALL SITE PLANA-1A-4A-3A-5SOUTH ELEVATIONSSPECIFICATIONS & NOTESE-1G-1 SCHEMATIC GROUNDING PLANS & NOTESG-2 GROUNDING DETAILSUTILITY ROUTING PLAN & DETAILSEQUIPMENT DETAILSA-6A-7ANTENNA PLAN & RF SCHEDULEEQUIPMENT DETAILSEQUIPMENT DETAILSSITE ACQUISITION: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.CallRT-2A-4.1RF PLUMBING DIAGRAMNENLARGED SITE PLANSGENERATOR DETAILSA-81. 2015 INTERNATIONAL BUILDING CODE2. 2015 INTERNATIONAL MECHANICAL CODE3. 2015 INTERNATIONAL FIRE CODE4. 2015 UNIFORM PLUMBING CODE5. 2017 NATIONAL ELECTRICAL CODE6. 2015 INTERNATIONAL FUEL GAS CODE7. TIA-EIA-222-G OR LATEST EDITION8. ASCE 7-109. 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-101SPECIFICATIONS & NOTEST-3T-MOBILE PROPOSES TO COLLOCATE ON AN EXISTING UNMANNEDTELECOMMUNICATIONS FACILITY AS FOLLOWS:TOWER SCOPE OF WORK:xREMOVE ALL SPRINT ANTENNAS, RRUS & DIPLEXERSxINSTALL (3) FFVV-65C-R3-V1 & (3) AEHC PANEL ANTENNASxINSTALL (3) AHLOA & (3) AHFIG RRU'SxINSTALL (2) HCS 2.0 PENDANTSxINSTALL (2) FD21206-48S55-XXX PENDANT STYLE HYBRID CABLESGROUND SCOPE OF WORK:xREMOVE ALL SPRINT EQUIPMENT AND EXISTING CONCRETE PADxINSTALL 10'-0"X6'-0" ICE CANOPY OVER NEW 15'-0"X10'-0" CONCRETE PADxINSTALL (1) HPL3 POWER CABINET & (1) LB3 BATTERY CABINETxINSTALL (2) AMIA, (2) ASIB, (2) ASIK, (1) FSMF, (3) ABIA, (4) ABIL, (1) CSRIXRE ROUTER, & (1) VOLTAGE BOOSTER W/ EXTRA AMPLIFIER INSIDEHPL3 POWER CABINETxINSTALL (1) 25 KW DIESEL GENERATORxINSTALL AN H-FRAME WITH UTILITY EQUIPMENT (ATS, TELCO BOX, ETC.)xINSTALL (1) GPS ANTENNA, & (2) HCS 2.0 JUNCTION BOXESxINSTALL (2) LED LIGHTS WITH TIMERPROJECT TEAMSITE INFORMATIONAPPROVALSAREA OF CONSTRUCTION: --TYPE OF CONSTRUCTION: IIBPROPOSED USE: UNMANNED TELECOMMUNICATIONSFACILITYHANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FORHUMAN HABITATION. HANDICAPPEDACCESS NOT REQUIRED.CONSTRUCTION INFORMATION:PROPERTY OWNER:SITE ADDRESS: 34301 9TH AVENUE SOUTHFEDERAL WAY, WA 98003COUNTY: KINGLATITUDE (NAD83): 47° 17' 49.9" N (47.29724525°)LONGITUDE (NAD83): 122° 19' 36.5" W (-122.32678328°)GROUND ELEVATION (NAVD88): ±295' AMSLJURISDICTION: CITY OF FEDERAL WAYAPN: 202104-9157ZONING: COCCUPANCY CLASSIFICATION: ULEGAL DESCRIPTION: SEE SHEET A-1PROPERTY INFORMATION:ARCHITECTURAL & ENGINEERING:THE 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 MANAGERTOWER OPERATOR:APPLICANT:T-MOBILETHESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION 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.DESIGN IS BASED ON: ATC APPLICATION ID ----, REV. #0RFDS VERSION 1, DATED 12/07/2020 (CONFIG. 56790EZ_SR_T, 56790EZ_SR_T)COMPANY: INFINIGY ENGINEERING, PLLCCONTACT: PAUL DANNEBERGPHONE: (206) 375-3798E-MAIL: pdanneberg@infinigy.comE-1.1ELECTRICAL DIAGRAMSE-1.2ELECTRICAL DIAGRAMSA-4.2AEHC CABLING DIAGRAMA-6.1EQUIPMENT DETAILSA-6.2EQUIPMENT DETAILSCOMPANY: USPS SEATTLE NDCADDRESS: 34301 9TH AVE., S.CITY, STATE, ZIP: FEDERAL WAY, WA 98003DRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE (19807 NORTH CREEK PKWY, BOTHELL, WA 98011 ):DEPART SOUTH ON N CREEK PKWY, TURN RIGHT ONTO NE 195TH ST, NORTHCREEK CHEVRON ON THE CORNER, TAKE RAMP LEFT FOR I-405 S, KEEP LEFT TOSTAY ON I-405 S, TAKE RAMP FOR I-5 SOUTH TOWARD PORTLAND, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR WA-18 WEST, KEEP STRAIGHT ONTO S 348THST, TURN RIGHT ONTO 9TH AVE S, TURN LEFT, ARRIVE AT: 34301 9TH AVENUE SOUTH FEDERAL WAY, WA 98003.SITET-MOBILE SITE NUMBER: SE04723AT-MOBILE SITE NAME: FEDERAL WAY DISTRIBUTION CENTERSSITE TYPE: MONOPOLETOWER HEIGHT: 120'-0"ATC #: 91531SITE ADDRESS: COUNTY: KINGJURISDICTION: CITY OF FEDERAL WAYLAT: 47° 17' 49.9" N LONG: 122° 19' 36.5" W34301 9TH AVENUE SOUTHFEDERAL WAY, WA 98003COMPANY: T-MOBILEADDRESS: 19807 NORTH CREEK PKWY NCITY, STATE, ZIP: BOTHELL, WA 98011CONTACT: MIKE REEDPHONE: --E-MAIL: mike.reed161@t-mobile.comATC PROJECT MANAGER:COMPANY: AMERICAN TOWER CORPORATIONADDRESS: 10 PRESIDENTIAL WAYCITY, STATE, ZIP: WOBURN, MA 01801CONTACT: TIFFANY PRETTY (PROJECT MANAGER)PHONE: (949) 447-2303E-MAIL: tiffany.pretty@americantower.comCOMPANY: INFINIGY SOLUTIONS, LLCCONTACT: VINH DINHPHONE: (206) 295-5926E-MAIL: vdinh@infinigy.comCOMPANY: AMERICAN TOWER CORPORATIONADDRESS: 10 PRESIDENTIAL WAYCITY, STATE, ZIP: WOBURN, MA 01801CONTACT: TIFFANY PRETTY (PROJECT MANAGER)PHONE: (949) 447-2303E-MAIL: tiffany.pretty@americantower.com
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless A. 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 endless A. 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.2SIGNAGE SPECIFICATIONS1STRUCTURAL SPECIFICATIONS9"SE04723AFEDERAL WAYDISTRIBUTIONCENTERSIN CASE OF AN EMERGENCY1-888-662-4662Site No:Site Name:CALL1'-0"Beyond this point:Radio frequency fields at this sitemay exceed FCC rules for humanexposure.For your safety, obey all posted signs andsite guidelines for working in radiofrequency environments.In accordance with Federal Communications Commission rules onradio frequency emissions 47 CFR 1.1307(b)CAUTIONBeyond this point:Radio frequency fields at thissite exceed FCC rules for humanexposure.Failure to obey all posted signs andsite guidelines for working in radiofrequency environments could result inserious injury.WARNINGIn accordance with Federal Communications Commission rules onradio frequency emissions 47 CFR 1.1307(b)Radio frequency fields beyondthis point may exceed the FCCgeneral public exposure limit.Obey all posted signs and site guidelinesfor working in radio frequencyenvironments.NOTICEIn accordance with Federal Communications Commission rules onradio frequency emissions 47 CFR 1.1307(b)PART NO.TMO142862PART NO.TMO142851PART NO.TMO145771PART NO.TMO130956
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless OVERALL SITE PLAN1100' 50' 100'22"x34" SCALE: 1" = 100'-0"11"x17" SCALE: 1" = 200'-0" 0'INFORMATION CONTAINED WITHIN DRAWINGSIS BASED ON PROVIDED INFORMATION AND ISNOT THE RESULT OF A FIELD SURVEY.LEGAL DESCRIPTION:20-25-44; TR A OF SP 91-687; AUD # 9210290076BK 8 PG 98; LYG IN SW1/4 OF NW1/4PROPOSED T-MOBILE LEASE AREAWITHIN EXISTING ATC COMPOUND(SEE SHEET A-2)EXISTING PROPERTY LINE,TYP. (APPROXIMATE)APN: 202104-91579TH AVE S.EXISTING BUILDING (TYP.)APN: 2021049157EXISTINGPARKING AREAEXISTING PONDEXISTINGTREES AREAEXISTINGTREES AREAEXISTINGTREES AREA1ST WAY S.S 340TH ST.±1143'-10"±728'-0"±134'-11"
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless 2'2'22"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'PROPOSED T-MOBILE ANTENNAAREA (SEE SHEET A-4)INFORMATION CONTAINED WITHIN DRAWINGSIS BASED ON PROVIDED INFORMATION AND ISNOT THE RESULT OF A FIELD SURVEY.EXISTING MONOPOLERF EQUIPMENT SCOPE OF WORK-SEE RFDSxINSTALL (2) AMIA, (2) ASIB, (3) ABIA, (3) ABIC, (2) ASIK, (4)ABIL, (1) FSMF & (1) CSR IXRe ROUTER INSIDE PURCELLHPL3 600A DC PLANT CABINETEXISTING ENLARGED EQUIPMENT PLAN32' 1'2'22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" 0'PROPOSED T-MOBILEGPS ANTENNAPROPOSED 15'-0"x10'-0"CONCRETE PAD15'-0"PROPOSED CONCRETE PADPROPOSED 10'-0"x6'-0" ICE CANOPY5A-74A-73A-7EXISTING SPRINTCABINET TO BE REMOVEDEXISTING SPRINTCABINET TO BE REMOVEDEXISTING OTHER CARRIERICE BRIDGE (TYP.)EXISTING CONCRETEPAD TO BE REMOVEDPROPOSEDT-MOBILE25kWDIESELGENERATORW/211 GALSUBTANK1A-9PROPOSED T-MOBILE HCS 2.0 COVPON UNISTRUT H-FRAME (2 TOTAL)1A-6PROPOSED T-MOBILEICE BRIDGE6A-7PROPOSED T-MOBILE UNISTRUT H-FRAME1A-7PROPOSED T-MOBILE TELCO CUBEPROPOSED T-MOBILE 200A AC METERPROPOSED T-MOBILE LEDLIGHT WITH TIMER (1 TOTAL)2A-7PROPOSED T-MOBILEHPL3 EXPANSION CABINET1A-6.110'-0"PROPOSED CONCRETE PAD9"PROPOSED T-MOBILEEQUIPMENT LEASEAREA WITHIN EXISTINGATC COMPOUNDEXISTING EQUIPMENTSHELTER BY OTHERS (TYP.)EXISTING EQUIPMENTPAD BY OTHERS (TYP.)EXISTING UTILITY H-FRAMEBY OTHERS (TYP.)EXISTING ATCFENCED COMPOUNDINGRESSEGRESSEXISTING 8'-0"WIDE DOUBLESWINGACCESS GATEEXISTING SPRINT UTILITY H-FRAMETO BE REMOVED (TYP.)EXISTINGGRAVEL AREA2A-67'-0"12'-0"6"9"11'-6"8'-0"GATE18'-0"11'-0"13'-6"25'-0" ATCFENCED COMPOUND8'-0"29'-0" ATCFENCED COMPOUNDEXISTING SPRINT TELCOCABINET TO BE REMOVEDEXISTING EQUIPMENTPAD BY OTHERS (TYP.)EXISTING OTHERCARRIER ICEBRIDGE (TYP.)EXISTING EQUIPMENTPAD BY OTHERS (TYP.)EXISTINGMONOPOLEPROPOSED T-MOBILELB3 BBU CABINET1A-6.2PROPOSED T-MOBILEHPL3 SSC CABINET1A-6.12A-62A-6PROPOSED T-MOBILE PPC ON H-FRAME2'-0"2'-6"1'-1"3"6"2'-3"1'-1"1'-1"9"EXISTING SPRINT ICEBRIDGE TO BE REMOVED
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless 2EXISTING SOUTH ELEVATION1PROPOSED SOUTH ELEVATION22"x34" SCALE: 1/8" = 1'-0"11"x17" SCALE: 1/16" = 1'-0"8' 6' 4'8'2' 0'22"x34" SCALE: 1/8" = 1'-0"11"x17" SCALE: 1/16" = 1'-0"8' 6' 4'8'2' 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.EXISTING PANEL ANTENNASBY OTHERS MOUNTED TOMONOPOLE, TYP.EXISTING ATC MONOPOLEEXISTING SPRINT PANELANTENNAS TO BE REMOVED℄ OF EXISTING SPRINT DISH ANTENNAELEV. = ±79'-0" REF., ±79'-6" AGL℄ OF EXISTING ANTENNAS (BY OTHERS)ELEV. = ±95'-0" REF., ±95'-6" AGLGRADEELEV. = 0'-0" AGL (±295' AMSL)BOTTOM OF TOWER STEELELEV. = 0'-0" REF., 6" AGL℄ OF EXISTING ANTENNAS (BY OTHERS)ELEV. = ±112'-0" REF., ±112'-6" AGLTOP OF EXISTING MONOPOLEELEV. = ±120'-0" REF., ±120'-6" AGLTOP OF EXISTING ANTENNAS BY OTHERSELEV. = ±115'-0" REF., ±115'-6" AGL℄ OF EXISTING SPRINT ANTENNASELEV. = ±83'-0" REF., ±83'-6" AGLPROPOSED T-MOBILEANTENNAS WITH ASSOCIATEDEQUIPMENT MOUNTED TOMONOPOLE - SEE SHEET A-4EXISTING CHAINLINK FENCEEXISTING SPRINTEQUIPMENTS TO BE REMOVEDPROPOSED T-MOBILEEQUIPMENT AT GROUND- SEE SHEET A-2EXISTING SPRINT DISHANTENNAS TO REMAINEXISTING PANEL ANTENNASBY OTHERS MOUNTED TOMONOPOLE, TYP.EXISTING ATC MONOPOLE℄ OF EXISTING SPRINT DISH ANTENNAELEV. = ±79'-0" REF., ±79'-6" AGL℄ OF EXISTING ANTENNAS (BY OTHERS)ELEV. = ±95'-0" REF., ±95'-6" AGLGRADEELEV. = 0'-0" AGL (±295' AMSL)BOTTOM OF TOWER STEELELEV. = 0'-0" REF., 6" AGL℄ OF EXISTING ANTENNAS (BY OTHERS)ELEV. = ±112'-0" REF., ±112'-6" AGLTOP OF EXISTING MONOPOLEELEV. = ±120'-0" REF., ±120'-6" AGLTOP OF EXISTING ANTENNAS BY OTHERSELEV. = ±115'-0" REF., ±115'-6" AGLEXISTING CHAINLINK FENCEEXISTING DISH ANTENNASTOP OF PROPOSED T-MOBILE ANTENNASELEV. = ±87'-0" REF., ±87'-6" AGL℄ OF PROPOSED T-MOBILE ANTENNASELEV. = ±83'-0" REF., ±83'-6" AGLPROPOSED T-MOBILECABLING - SEE ANTENNASCHEDULES ON SHEET A-4
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless NOT TOSCALENOT TOSCALE3PROPOSED ANTENNA PLAN21EXISTING ANTENNA PLANNOT TOSCALERF SCHEDULES115'-0" 3EPBQ-654L8H8-BNOTES1. CONTRACTOR IS TO REFER TO T-MOBILE'S MOSTCURRENT RADIO FREQUENCY DATA SHEET (RFDS)PRIOR TO CONSTRUCTION.2. CABLE LENGTH IS APPROXIMATE. CONTRACTOR TOFIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING,FABRICATION, OR INSTALLATION OF CABLES.3. PROPOSED EQUIPMENT IS INDICATED BY BOLD TEXT.3DS7W2QT8-VTQTY.RAD CENTER MODELANTENNAOTHER CARRIER ANTENNA COUNT3EPBQ-654L8H8-L2112'-0" 6782 10406112'-0" 6ALLGON LGP2140379'-0"22' MICROWAVE PX2F-52SIZE RAD CENTERAZIMUTHMODELMOUNTSECTORALPHABETAGAMMAA1A3-- -------- --ANTENNAQTY.RRHEXISTING ANTENNA / CABLE SCHEDULEMODELQTY.TMA/COMBINER/COVPMODELASU9325TYP01QTY.HYBRID CABLE (HCS)3TYPELENGTH±150'-0"--QTY.COAX CABLE--TYPELENGTH------ -- -- -- -- -- ---- --RFDSPOSITIONEXISTING ATC MONOPOLEEXISTING SPRINT PANEL ANTENNA TOBE REMOVED (2 PER SECTOR, 6 TOTAL)PANEL ANTENNAS "A"AZ= 0°1A-52A-5PROPOSED T-MOBILE AHLOA(1 PER SECTOR, 3 TOTAL)1A-54A-51A-53A-5PROPOSED T-MOBILE PANELANTENNA MOUNTED TO MONOPOLE(1 PER SECTOR, 3 TOTAL)PROPOSED T-MOBILE PANELANTENNA MOUNTED TO MONOPOLE(1 PER SECTOR, 3 TOTAL)PROPOSED T-MOBILE AHFIG(1 PER SECTOR, 3 TOTAL)1A-55A-5PROPOSED T-MOBILE HCS2.0 PENDANT (2 TOTAL)6A-5B1B2A2C2A2--B1B3B2--C1C3C2--ETCR-654L12H6-- --84.9" 0° 83'-0"1, 1RRH-P4 (1.9 GHz), RRH-P41RRH-V3NOTE: MOUNT SECTORS ARE CLOCKWISE. MOUNT POSITIONS ARE CLOCKWISE (LEFT TO RIGHT AS VIEWED FROM THE BACK OF THE ANTENNAS, TO ALIGN WITH TOWER OWNER ANTENNA POSITION FORMAT), INCLUDING EMPTY ANTENNA MOUNT PIPES.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.SIZE RAD CENTERAZIMUTHMODELMOUNTSECTORALPHABETAGAMMA40°AHLOA, AHFIG83'-0"ANTENNAQTY.RRH1,1PROPOSED ANTENNA / CABLE SCHEDULEMODELQTY.TMA/COMBINER/COVPMODELQTY.HYBRID CABLE (HCS)2TYPELENGTH±110'-0"--QTY.COAX CABLE--TYPELENGTH--95.9"FFVV-65C-R3-V1-- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --RFDSPOSITIONA2B2C2A1B1C1----2 HCS 2.0 PENDANTFD21206-48S55-XXX-- --NOTE: MOUNT SECTORS ARE CLOCKWISE. MOUNT POSITIONS ARE CLOCKWISE (LEFT TO RIGHT AS VIEWED FROM THE BACK OF THE ANTENNAS, TO ALIGN WITH TOWER OWNER ANTENNA POSITION FORMAT), INCLUDING EMPTY ANTENNA MOUNT PIPES.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.38.2"AEHC------40°--83'-0"-- -- ------FFVV-65C-R3-V1AEHC--FFVV-65C-R3-V1AEHC--AHLOA, AHFIG1,1-- ---- --AHLOA, AHFIG1,1-- ---- --110°95.9"38.2"--110°-- --250°95.9"38.2"--250°-- ---- -- -- -- -- ------ -- ---- -- ---- -- ---- -- --83'-0"83'-0"83'-0"83'-0"--MW1PX2F-52 2.09' 0° 79'-0"1------MW-- -- -- 190'-0"CAT-5EXISTING SPRINT RRH-P4 (1.9 GHz) TOBE REMOVED (1 PER SECTOR, 3 TOTAL)EXISTING SPRINT ANTENNAMOUNT TO REMAINC1PANEL ANTENNAS "B"AZ= 120°PANEL ANTENNAS "C"AZ= 240°EXISTING SPRINT RRH-V3 (2.5 GHz) TOBE REMOVED (1 PER SECTOR, 3 TOTAL)EXISTING SPRINT RRH-P4 TO BEREMOVED (1 PER SECTOR, 3 TOTAL)EXISTING ATC MONOPOLEPANEL ANTENNAS "A"AZ= 40°EXISTING SPRINT ANTENNAMOUNT TO REMAINPANEL ANTENNAS "B"AZ= 110°PANEL ANTENNAS "C"AZ= 250°A1------ -- -- ---- -------- ------ -- -- -- -- -- ---- --ETCR-654L12H6-- --84.9" 120°83'-0"1, 1RRH-P4 (1.9 GHz), RRH-P41RRH-V3------ -- -- ---- -------- ------ -- -- -- -- -- ---- --ETCR-654L12H6-- --84.9" 240° 83'-0"1, 1RRH-P4 (1.9 GHz), RRH-P41RRH-V3------ -- -- ----MW1PX2F-52 2.09' 120° 79'-0"1------MW-- -- -- 190'-0"CAT-5--MW1PX2F-52 2.09' 0° 79'-0"1------MW-- -- -- 190'-0"CAT-5--MW1PX2F-52 2.09' 120° 79'-0"1------MW-- -- -- 190'-0"CAT-5115'-0"115'-0"95'-0" 3MX06FRO840-02
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless NOT TOSCALEPROPOSED RF PLUMBING DIAGRAM21NOT USEDNOT TOSCALE
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless 1AEHC CABLING DIAGRAMNOT TOSCALE
95.9"25.2"95.9"TOPBOTTOMFRONTSIDE25.2"9.3"9.3"RF CONNECTOR, TYPMECHANICALDOWNTILTBRACKETRF CONNECTOR, TYP25.2"9.3"MANUFACTURER: COMMSCOPEMODEL: FFVV-65C-R3-V1WEIGHT: 124.6 LBS; BRACKETS: 14.6 LBSDIMENSIONS: 95.9" X 25.2" X 9.3"FREQUENCY: REFER TO RF DATA SHEETTOPFRONTSIDE21.48.138.221.4MANUFACTURER: NOKIAMODEL: AEHCWEIGHT: 108 LBSDIMENSIONS: 38.2" X 21.4" X 8.1"FREQUENCY: REFER TO RF DATA SHEETFRONTSIDE22.05"TOP22.05"7.44"12.13"7.44"12.13"AHLOA RADIO MODULEHEIGHT: 22.05"WIDTH: 12.13"DEPTH: 7.44"WEIGHT: 83.8 LBSAHFIG RADIO MODULEHEIGHT: 27.56"WIDTH: 13.39"DEPTH: 5.59"WEIGHT: 79.4 LBSFRONTSIDETOP27.56"27.56"5.59"13.39"5.59"13.39"BOTTOMFRONTRIGHTPENDANT INCLUDES A GROUNDING STUD.A 2-6 AWG WEATHERABLE CONDUCTORSHOULD BE RUN AS STRAIGHT ANDSHORT AS POSSIBLE TO AN ADEQUATEGROUNDING POINT TO PERFORMPROPERLY. (CONTRACTOR SUPPLIED)ADDITIONALHOSE CLAMP(IF REQUIRED)HARDWAREINSERTANGLE ADAPTERTORQUE VALUE RANGE:6 +/5NM (53+/-4IN LBS)MOUNTING TO PIPE MOUNTMANUFACTURER: COMMSCOPEMODEL: FD21206-48S55-XXXWEIGHT: 1.71 LB/FTDIMENSIONS: 1.55"ØMOUNTING KIT:MOUNTING KIT PROVIDEDNOTE:PENDANT MOUNTING ON UNISTRUT PERMANUFACTURER'S SPECIFICATIONSINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless NOT TOSCALE3ANTENNA DETAIL1MOUNTING DETAILNOT TOSCALENOT TOSCALE5NOT 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 MANUFACTURER4NOT TOSCALEAHFIG DETAIL AHLOA DETAILHYBRID W/ PENDANT DETAIL
RF1RF2RF3RF4RF5RF6MANUFACTURER: NOKIAMODEL: ABIA UNITDIMENSIONS: 8.6"x14.2"x1.1"WEIGHT: 4.6 LBSMANUFACTURER: NOKIAMODEL: FSMF (MODULE)DIMENSIONS: 5.2"x17.6"x16.5"WEIGHT: 25.3 LBSMANUFACTURER: NOKIAMODEL: ASIK UNITDIMENSIONS: 8.6"x14.2"x1.7"WEIGHT: 6.6 LBSFANLMPSEIEIF1 EIF2STATUSMANUFACTURER: NOKIAMODEL: ABIL UNITDIMENSIONS: 8.6"x14.2"x1.1"WEIGHT: 4.4 LBSSFP28QSFP28S-RF1S-RF2S-RF1S-RF2MANUFACTURER: NOKIAMODEL: AMIA UNITDIMENSIONS: 5.1"x15.7"x17.6"WEIGHT: 11.2 LBS (UNIT ONLY)DC INEACEIF3EIF1SYNC OUTEIF5EIF4LMPSYNC INSEI1SEI2EIF2SRIOMANUFACTURER: NOKIAMODEL: ASIB UNITDIMENSIONS: 8.6"x14.2"x1.7"WEIGHT: 6.4 LBSMANUFACTURER: NOKIAMODEL: ABIC UNITDIMENSIONS: 8.6"x14.2"x1.7"WEIGHT: 5.8 LBSRF1RF2RF3RF5RF7RF9RF4RF6RF8MANUFACTURER: NOKIAMODEL: IXR-eDIMENSIONS: 17.25"x10.0"x1.75"WEIGHT: TBD42322212910281761514131112101908070605030402010GBASpare(GSM)U1900or 2ndL1900 L1900 L2100 L700 L600SpareU2100or 2ndL2100Spare(GSM)U1900or 2ndL1900L1900 L2100 L700 L600SpareU2100or 2ndL2100142322212910281761514131112101908070605030402010GBA1ABGALPHA LABELBETA LABELGAMMA LABELOVP'S (TYP. OF (1)FOR EACH SECTOR,(3) SECTORS TOTAL)ALARMCONNECTIONSFIBER MANAGEMENTFIBER ADAPTERS,QUANTITY 24, 3x8 CLIPSFACING FORWARD14"16"8"GROUND LEVEL JUNCTION BOXBOTTOM PANEL CONFIGURATIONFRONT OF JUNCTION BOXSHOWN W/O ACCESS PANELALARM ENTRY GLANDS(QTY. 1, 0.2"-0.4")BREATHER VENTALARM ENTRY GLANDS(QTY. 1, 0.2"-0.4")CONDUIT FITTING(QTY. 1, 1.5")TRUNK CABLE ENTRYGLAND (QTY. 2, 1.1"-1.7")14"FIBER JUMPER ENTRYGLANDS (QTY. 6, 0.5"-0.7")MANUFACTURER: RAYCAPMODEL: RTMDC-5634-PF-48DIMENSIONS: 14.0"x8.0"x16.0"WEIGHT: 15.2 LBSCONDUIT FITTING(QTY. 1, 1.5")ALARM ENTRY GLANDS(QTY. 1, 0.2"-0.4")TRUNK CABLE ENTRYGLAND (QTY. 2, 1.1"-1.7")LUGS, QTY. 6 EACH, 2-14 AWGPOWER INDICATIONLED'S (1 PER SECTOR)1/2" Ø SIMPSON STRONG-TIESTRONG-BOLT 2 STAINLESSSTEEL WEDGE ANCHOR WITH3-3/4" NOMINAL EMBEDMENT(ICC ESR-3037), TO BEINSTALLED IN EACH CORNEROF CABINET (4 TOTAL) WITHMINIMUM 6.5" EDGE DISTANCECONCRETESLAB PER PLANEQUIPMENT CABINET3-3/4" NOMINALEMBEDMENTLOCK WASHERFLAT WASHERINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless NOT TOSCALE6NOT TOSCALE8ASIK DETAIL7NOT TOSCALEABIA DETAILFSMF DETAILNOT TOSCALE10NOT TOSCALE11AMIA DETAILNOT TOSCALE9ABIL DETAILASIB DETAILABIC DETAILNOT TOSCALE1NOT TOSCALE32NOT TOSCALENOT TOSCALE5VOLTAGE BOOSTER DETAILMANUFACTURER: ERICSSONMODEL: PSU 4813DIMENSIONS: 1.7"x19.0"x14.3"WEIGHT: 17.2 LBSMOUNTING BRACKETDC INPUTTERMINALSEXTERNALALARM PORTPOWERSWITCHESFUSE CONNECTORSDC POWER OUTPUTSHCS 2.0 JUNCTION BOX DETAILNOT TOSCALE4ROUTER DETAILCABINET ATTACHMENT DETAIL
72.0"8.0"32.0"8.0"27.8"28.0"(4) 5/8"Ø FOR CABINETANCHORAGE(4) 5/8"Ø FORBATTERY MOUNTINGCORRECT KNOCKOUTTOOL REQUIRED FORPUNCHING KNOCKOUTS.DO NOT DRILLKNOCKOUTS THROUGHFRONT VIEW(OPEN)AIRSCALEBASEBANDAIRSCALEBASEBANDLEGACYBASEBANDRECTIFIERS(10 POSITIONS)FIBER MUX/DEMUXALPHA POWER(48 BREAKER SLOTS)ALL DC POWERCABLES (BLUE)TO BE ROUTEDAT THE LEFT SIDEOF THE CABINETFIBER CABLES(YELLOW)19" RACKADAPTERCSR ROUTER(6) KNOCKOUTS LOCATEDINCONVENIENTLY FROMINTERNAL AIRSCALEEQUIPMENT & ARE NOTFEASIBLE. SEE FIBERROUTE OPTION 1.FIBER ROUTE OPTION1: IT IS STRONGLYRECOMMENDED TOUSE THESE (4)KNOCKOUTS TO &FROM COVP WITHWATER-TIGHT LB ORGROMMET2 ROWS OF (4) 2" KNOCKOUTSINTENDED FOR POWER,TELCO, & BOTTOM FIBERS TOCOVP. ALL INCOMING CABLINGTO BE IN RIGID OR FLEXIBLECONDUIT WITH AN LB.FIBER ROUTE OPTION 2: REARKNOCKOUTS CAN BE UTILIZEDFOR BOTTOM FIBER ROUTINGFROM COVP TO AIRSCALE IFOPTION 1 IS UNAVAILABLE.ANY OF THE BOTTOMKNOCKOUTS CAN BEUSED FOR THE ACPOWER FEEDFIBERKNOCKOUTALL FIBERCABLES(YELLOW) TO BEROUTED AT THERIGHT SIDE OFTHE CABINETKNOCKOUT FORETHERNET FOR ALARMSKNOCKOUTS FORBATTERY WIRESBACK VIEWRIGHT VIEWFRONT VIEWISO VIEWMOUNTING FOOTPRINTINTERNAL ROUTINGPLAN VIEWNOTE:xADDITIONAL KNOCKOUTS MAY BE REQUIREDAND CAN BE DRILLED ON SITE AS NECESSARY.FOR CABINETS STARTING AT 501 THERE WILLBE A TOTAL OF (8) KNOCKOUTS (2)HORIZONTAL ROWS OF (4)MANUFACTURER:PURCELL SYSTEMS INCMODEL:HPL3 600A DC CABINETWEIGHT:430 LBS (WITHOUT EQUIPMENT)DIMENSIONS:30.0"x48.0"x72.0"SKU# 34038 PURCELL 2" PLINTHPLAN VIEWSKU# 34038 PURCELL2" PLINTH (OPTIONAL)2.0"SKU# 34038 PURCELL2" PLINTHSIDE VIEW29.6"29.4"2"48.0"RACK ASSIGNMENTRACK RU SLOT DESCRIPTIONTOP153RDAIRSCALE141312FIBER MUX11102NDAIRSCALE987FIBER MUX651STAIRSCALE432FIBER MUX1RECTIFIER SHELFBOTTOM16AAV15CSR14134THAIRSCALE121110FIBER MUX93RD LEGACYBBU8762ND LEGACYBBU5431ST LEGACYBBU21(4) 3/4"Ø HOLES FORHPL3 AND EXPANSIONCABINET CORNERMOUNTING POINTS(4) 7/8"Ø HOLES FORHPL3 AND EXPANSIONCABINET 2-STRINGBATTERY RACKMOUNTING POINTS(4) 7/8"Ø HOLES FORHPL3 4-STRING BATTERYRACK MOUNTING POINTSHIPPING HOOKS TOBE REMOVED AFTERCABINET INSTALL40.0"8.4"31.8"30.3"INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless 1NOT TOSCALEPURCELL HPL3 POWER CABINET DETAILS
31.6"30.3"60.4"23.0"22.5"(4x) 5/8"Ø FORCABINET ANCHORAGESHIPPING HOOKS TOBE REMOVED AFTERCABINET INSTALLCORRECT KNOCKOUTTOOL REQUIRED FORPUNCHING KNOCKOUTS.DO NOT DRILLKNOCKOUTS THROUGHBATTERYBRACKETS4X BATTERYSHELVES, UPTO 200AHBATTERYVIBRATIONMOUNTSKNOCKOUT FORETHERNET FORALARMSKNOCKOUTS FORBATTERY WIRESFRONT VIEWLEFT VIEWFRONT VIEW(OPEN)PLAN VIEWISO VIEWMOUNTING FOOTPRINTNOTE:xWIRES RUN THROUGH PROVIDED KNOCKOUT.FOLLOW PROPER INSTALLATION OF GASKETBEFORE MATING THE 2 CABINETSMANUFACTURER:PURCELL SYSTEMS INCMODEL:HPL3 LARGE BATTERY CABINETWEIGHT:350 LBS (WITHOUT EQUIPMENT)DIMENSIONS:30.0"x31.6"x60.4"SKU# 34038 PURCELL 2" PLINTH(OPTIONAL)2.0"SKU# 34038 PURCELL 2" PLINTHPLAN VIEWSKU# 34038 PURCELL 2" PLINTHSIDE VIEW29.6"29.4"2"4X .75 Ø HOLES FOR HPL3 ANDEXPANSION CABINET CORNERMOUNTING POINTS4X .875 Ø HOLES FORHPL3 AND EXPANSIONCABINET 2-STRINGBATTERY RACKMOUNTING POINTS4X .875 Ø HOLES FORHPL3 4-STRING BATTERYRACK MOUNTING POINTINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless 1NOT TOSCALEPURCELL HPL3 BATTERY CABINET DETAILS
P 3/8x2"x0'-2"1/2" U-BOLT, TYP.s 4x4x1/4 CONTINUOUSLEDGERCONNECT GRIP-STRUT PANELSTO LEDGER (MIN. 2 J.B. @ EA ENDGRIP-STRUT PANELS2"TYP3/8" WEEP HOLE @ 2 SIDESNEAR BASE8"MIN.(4) HILTI KB-TZ 5/8"Ø ANCHORS(3-1/8" EFFECTIVE EMBEDMENT)3"Ø STD. (3.5" O.D.) PIPE3"Ø STD. (3.5" O.D.) PIPECONCRETE SLAB PER PLAN1"x12"x12" BASE PLATE(4) HILTI KB-TZ 5/8"Ø ANCHORS(3-1/8" EFFECTIVE EMBEDMENT)5/16ABOVE SLAB10'-6"LNOTE:CONTRACTOR MAY NEEDTO FIELD MODIFY LENGTHSOF SOME CANOPYMEMBERS TO MEETMINIMUM BASEPLATEANCHORAGE EDGEDISTANCES ON SOMECONCRETE SURFACES.ABOVE SLAB10'-10"3-1/2" POST CAPINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless NOT 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):CONCRETE PAD DETAILNOTES:1. CONCRETE SHALL ATTAINA COMPRESSIVESTRENGTH OF f'c=3,000PSI MINIMUM AT 28 DAYS.2. ALL REINFORCING STEELSHALL COMPLY WITHASTM A615, GRADE 40.#4 REBAR EACHWAY @ 12" O/C9" WIDE X 12" DEEPFOOTING W/ (2) #4REBAR @ BOTTOMSCARIFY AND RECOMPACT THE UPPER 6" TO90% RELATIVE COMPACTION PER ASTM D 15576MIL POLY VAPOR BARRIER ON SOILSECTION B-B9"6" BELOWFROSTDEPTH(12" MIN.)18"6"12"UNLESS OTHERWISE AS NOTED INGEOTECHNICAL REPORTPLAN VIEW6" 3000 PSI CONCRETESLAB W/ #4 REBAR EACHWAY @ 12" O/CB-PER PLANPER PLANSLOPE TO DRAIN1/8" PER 12"B-ICE BRIDGE SPECIFICATIONCONCRETE PIER24" WIDEGRIPSTRUTCHANNELBOTTOM OF COAXBLOCKING AT 8'-0' AGLGALVINIZED STEEL POST2" MIN.SITE VERIFY4'-0"TOP OF EXISTING GRADE3/4" CHAMFERSITE PRO 1 DIRECT-BURIALPIPE COLUMN ORAPPROVED EQUALSITE PRO 1 24" WIDE GRIPSTRUT ICE BRIDGE, ORAPPROVED EQUAL (CUT TOSUIT), TOUCH UP WITH 2COATS OF GALVACONSITE PRO 1 24"SUPPORT ARM ORAPPROVED EQUALCOAX CABLE HANGERS(TO SUIT CABLE SIZE) ORAPPROVED EQUAL1'-6"3'-6"MIN.CONCRETE PIER (2500PSI-5 1/2 SACK MIX)6"MIN.SITE PRO 1 PART #DIRECT-BURIAL PIPE COLUMNS13'-4'' COLUMN IB24D-V18'-0" COLUMN IB24D-216VICE CANOPY DETAILWORK LIGHT WITH TIMER DETAILTO PPC CABINETPIPE CAPMOGUL SOCKET MOUNTINGMANUFACTURER'S CABLE OROTHER CABLE SUITABLE FOREXTENDED SUNLIGHT EXPOSUREMETALLIC CABLETERMINATION 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 CANOPY POSTLED LIGHTH-FRAME DETAILEND VIEW3/16"TYP.8"x8"x1/2" STEELBASEPLATE3" DIA. SCH 40 STAINLESSSTEEL OR GALV. PIPE (TYP)FINISH GRADE4'-0" MAX. TO EACH POSTV.I.F.CONTRACTOR TO VERIFYOVERALL LENGTH REQUIREDTO ACCOMMODATE EQUIPMENT1-1/2" GALV. SQUARE P1000UNISTRUT RAIL (12 GA.)(TYP.) COORDINATE EXACTLOCATION IN FIELD1/2" U-BOLT (TYP.)END CAP (TYP)3" DIA. SCH 40STAINLESS STEEL ORGALV. PIPE (TYP)±3' MIN.V.I.F.8"x8"x1/2" STEELBASEPLATE (TYP.)WITH (4) 1/2" DIA.BOLTS WITH EPOXYANCHOR AND 4"MIN. EMBEDMENT1-1/2"PLAN VIEWELEVATION1-1/2"
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless FOR REFERENCE ONLYNOT TOSCALE1GENERATOR DETAIL
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless UTILITY ROUTING PLAN11'0" 1'22"x34" SCALE: 3/4" = 1'-0"11"x17" SCALE: 3/8" = 1'-0" 6"2NOT TOSCALE3NOT TOSCALENOTE:DESIGN IS PRELIMINARY,REFER TO UCR.ONE LINE DIAGRAMPROPOSED T-MOBILE FIBERROUTE FROM TELCO P.O.C.AT UTILITY POLE TOT-MOBILE H-FRAMEPROPOSED T-MOBILE POWER ROUTEFROM POWER P.O.C. AT UTILITY POLETO T-MOBILE H-FRAMEPROPOSED T-MOBILEPOWER ROUTEPROPOSED T-MOBILE TELCOROUTE - 2" CONDUIT WITH 1"INNERDUCT FOR FIBER,(4) SM LC TO LC (3mm) FIBER,(2) SHIELDED CAT6 (ALARMS),(2) #10 THHN DC POWER CABLESPROPOSED T-MOBILE HYBRID CABLE ROUTE FROMT-MOBILE CABINET ALONG ICE BRIDGE AND UPMONOPOLE TO T-MOBILE ANTENNA LEVEL1. 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 /POLESSPACESPACELIGHTGFCISPACESPACESPACESPACESPACESPACESPACESPACECIRCUIT DESCRIPTION200A200A BREAKER120/240V1Ø/3 WIRE----SPACEPURCELL HPL3 POWER CABINETAON H-FRAMESERVICE DISCONNECT1P200A2P20A1P20APANEL SCHEDULEM2P200A(3) #3 THWN W/ 11/2" CONDUITPOWER SOURCEGROUND PER NEC200 AMP DISCONNECTDIESEL GENERATORGROUND PER NEC200/2AUTOMATICTRANSFER SWITCH200/2(3) #3 THWN W/ 11/2" CONDUIT(3) #3 THWN W/ 11/2" CONDUITMECHANICALINTERLOCK200/2GROUND PER NEC30/2 30/2 20/120/1RECTIFIERTRAY 1RECTIFIERTRAY 2RECEPTACLE TELCOSERVICE PANEL200 AMP W/ MAINBREAKER 12CIR NEMA 3RENCLOSURE120/240V, 1Ø, 3W
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless DC POWER WIRING DIAGRAM1NOT TOSCALENOT USED2NOT TOSCALEUPPER LEVELTERMINALSLOWER LEVELTERMINALSBLACKREDL2L1FIELD WIRING240VACSINGLE PHASE60Hz 200A MAXTOCAB MGBDCPP REAR VIEWAC POWERCONNECTIONSSHELF 2SHELF 1BLKREDL1L2GRNGMDL 1&2TO HEATER RELAYBLKREDL1L2GRNGMDL 1&2BLKRED3GREENWIRES240VAC DINRAILASSEMBLY3BLKREDBLKREDBLKRED1OA 1OA 1OAON ON ON ON ON ONCABINETHEATERBATTERYHEATER OPTEXPANSIONCABINETBLKREDL1L2BLKREDL1L2MDL 3&4GRNMDL 5GMOL 5MDL 3&4GRNGBLKREDL1L2BLKREDL1L2222222DC DISTRIBUTION-DOOR OPENFROM VIEW"TIER"1 "TIER"2THERMAL SYSREMDAC AND HEATERFUTURE USEFUTURE USEFUTURE USEALM 10ADC DISTRIBUTION TERMINALS"TIER"1 OF 4(SIDE VIEW)DAC DOOR PWR 25AFUTURE USE 10AFUTURE USE 10AFUTURE USE 10AFRONT1BLKRED1TO CABINET DCFUSE BLOCKREARDC-48V HOT BUS(CB PROTECTED)DC RETURNBUS OV(+)1212JUMPERJUMPERCB ALARMPIN AND SWITCHORIENTATION"OFF"CB ALARMPIN AND SWITCHORIENTATION"OFF"OBSERVE CORRECT ALARM PIN ORIENTATIONMID TRIPMID TRIPALM 25AMID TRIPMID TRIPMID TRIPALM 10AALM 10AALM 10A"TIER"3 "TIER"4THERMAL SYSREMDAC AND HEATERFUTURE USEFUTURE USEFUTURE USEALM 10AJUMPERJUMPERCB ALARMPIN AND SWITCHORIENTATION"OFF"CB ALARMPIN AND SWITCHORIENTATION"OFF"MID TRIPMID TRIPALM 25AMID TRIPMID TRIPMID TRIPALM 10AALM 10AALM 10ANOTE:DIAGRAMS PROVIDED ARE PERMANUFACTURER INSTALLATION GUIDEAL 1DOOR ALMRTNAL2 DAC ALMRTNAL3 HTR ALMRTNAL4 DC ALMRTNAL5 DC MALRTNAL6 AC PWR HULOWRTNAL7 BAT CAB DOORRTNAL8 BAT CAB DACRTNAL9 BAT CAB CBALMRTNAL10RTNAL11RTNAL12RTNDC ALMDC MINDC MAJAC MAINS HI/LOWALARMAL3ALARM CABLE DC PP ALM RLYPINAL3 RTNAL4AL4 RTNAL5AL5 RTNBLUEBLU/WHTORANGEORG/WHTGREENGRN/WHTK10-NCK10-CK11-NCK11-CK9-NCK9-C737476777071GRN/WHTGRNORG/WHTORGBLU/WHTBLUBLKREDBLKREDBLKRED(BROWN PAIRNOT USED)70 71 73 74 76 77GRNBLUGRNWHTBLUWHTORGORGWHTDC ALARM WIRINGCODEX ALARM MODULE INSIDEFRONT DISTRIBUTION COVERHEATERALARMHEATERDOOR OPENDETECTSWITCHBLKREDC NC NC12C NC NCDOOR ALARMSWITCHBLKREDHEATJ8J9J7J6J3J2J4J1DACALARMCOOLSW1J8J9J7J6J3J2J4J1DOOR ALARMDAC ALARM 1HEATER ALARM 1DC POWER ALARM 1ALARM CABLE 1SW1K 11K 10K 9AC POWER WIRING DIAGRAM3NOT TOSCALEALARM WIRING DIAGRAM4NOT TOSCALEMID TRIPMID TRIPMID TRIP200AMID TRIPMID TRIPMID TRIP200APROPOSEDSKU # 320891ST 200ABREAKERLOCATIONPROPOSEDSKU # 320892ND 200ABREAKERLOCATION
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless DC FUSE BLOCK WIRING DIAGRAM1NOT TOSCALEDC HEATING AND COOLING WIRING DIAGRAM2NOT TOSCALEDC CABINET DOOR LIGHT POWER WIRING DIAGRAM3NOT TOSCALELIGHT ASSEMBLYREDBLKLIGHTSWITCHREDBLKBLKBLKREDBLKDOOR OPENDETECTTO HEATCONTROLLERFROM DINDISTRIBUTION2CCNCNCNCNC1TO DOORUPPER FANTO DOORLOWER FANV+V-V+V-V +REDREDREDV -48BLACKBLACKBLKBLKREDFROMDC PLANT25ATO LED LIGHTDC DISTRIBUTION (BLACK WIRE JUMPERS TOFUSE POSITIONS REMOVED FOR CLARITY)UPPER FAMLOWER FAMCAB LIGHTCOOL CONTROLLERHEAT CONTROLLER15A15A5A5A5AFROM DC DINDISTRIBUTIONFROMDOORFROM DC DINDISTRIBUTIONFROMDOORREDBLACKBLACKBLACKREDREDTO HEATERELEMENTACPWRFROM CIRCUITBREAKERDOOR OPEN DETECTHEATERALARMDACALARMJ7J8J9COOLCOOLJ8J9J7J8J3J2J4SW1J1SW1J1HEATJ8J9J7J8J3J2J4ALARM BLOCKTO CABINETDAC (COOLING) CONTROLLERCOHN FUNCTIONJI PIWR INJ8 DELTA T JUMPERJ9OUTSIDE TEMPERATUREJ7DACFAN (LOWER)J6DACFAN (UPPER)J3J2J4ALARMCOOLING INHBITHEAT REQUESTHEATER CONTROLLERCOHN FUNCTIONJI PIWR INJ8J9J7UNUSEDJ6HEATER FANJ3J2J4ALARMCOOLING INHBITHEAT REQUESTDOOR SW INPUTHEATER RELAY CONTROL
DCT-MOBILEEQUIPMENT CABINETADD 2" SCH 80 OR LIQUIDTIGHT (AG) CONDUIT LOADEDW/ 2/0 TELCOFLEX CABLEEXISTING GROUND RING(CONTRACTOR TO VERIFY)ADD 1" SCH 80 ORLIQUID TIGHT (AG)CONDUIT LOADED W/CAT5 ALARM CABLEMECHANICAL GROUNDCONNECTION TOGENERATOR GROUNDEXOTHERMIC GROUNDCONNECTION TOEXISTING GROUND RINGGENERATORINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless EQUIPMENT GROUNDING PLANNOT TOSCALEANTENNA SCHEMATIC GROUNDING SYSTEM & NOTES1GROUND BARGROUNDING SYMBOLSGROUND ROD WITH ACCESSGROUND RODCADWELD TYPE CONNECTIONCOMPRESSION TYPE CONNECTIONGROUNDING WIRECHEMICAL GROUND RODTYPICAL: #6 AWG FROM EQUIPMENT TO GROUND BAR; #2FROM GROUND BAR TO GROUND RING, FROM METER TOGROUND RING, AND FOR GROUND RING.2NOT TOSCALE3GENERATOR SCHEMATIC PLUMBING PLAN2' 1'2'22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" 0'GND BAR(CIGBE)INSULATED GROUND (TYP.)#6 AWG (TYP.)#6 AWG (TYP.)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)GENERAL 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 OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT.ALL LUGS SHALL BE COPPER (NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUNDCONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT.2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4" PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLICCONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS.3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED.4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8" RADIUS AND NOGREATER THAN 90 DEGREES.5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALLINSPECT THE GROUNDING SYSTEM.6. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE TOWER PRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGEDUE TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBEON ICE BRIDGE IF MOUNTING TO TOWER LEG IS POSSIBLE.7. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDINGJUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-30.NEARANTENNASGND BAR(CIGBE)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)NEARANTENNASGND BAR(CIGBE)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)NEARANTENNASGND BAR(CIGBE)AT RAD CENTERWITHOUT INSULATORSPENDANTTIE INTO EXISTINGGROUND RINGGROUND TO GROUND BAR ATBASE OF MONOPOLE (2 PLACES)TIE INTO EXISTINGGROUND RINGISOLATED GROUNDROD FOR METER
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless NOTE: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 TOSCALE5SUPPORT POST GROUNDINGNOT TOSCALE8EXOTHERMIC CONNECTIONS3CABLE GROUND CONNECTIONSNOT TOSCALE7NOT TOSCALENOT TOSCALE9GROUND WIRE INSTALLATIONNOT TOSCALE12GROUND RING BONDING11TEST WELLNOT TOSCALE2CABLE GROUND KITNOT TOSCALE6GROUND RING TRENCHNOT TOSCALE10GROUND RODNOT 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 GL#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 CENTER43211324MAIN CONDUCTOR, COPPER CABLE5/8"x10' COPPER CLAD STEEL GROUND RODCADWELD TYPE "TA"CADWELD TYPE "GT"24"NOTE:TOTAL OF 2 WELLS PER SITE- VERIFY LOCATION WITHPROJECT MANAGER.TOWARD SHORTESTPATH TO TOWERGROUNDING SYSTEMGROUND RODCOPPER CLAD STEEL5/8"Øx10'-0" LONGCAD WELDTEST LOOP - #2 SOLIDTINNED WIREGROUND #2 AWG BCWSOLID, TINNED3/4" CRUSHED STONE,FILL TEST WELL TOWITHIN 2" OF TOP.18" DIAMETER PRECAST WELLWITH SELF SEALING STEELLID. SUBMIT SHOP DRAWINGSFOR APPROVALEXISTING GRADE24"CADWELDEXISTING GRADEGROUND RODCOPPER CLAD STEEL5/8"Øx10'-0" LONGSPACED 6'-0" APARTRING GROUND #2 AWGBCW SOLID, TINNEDFINISHED GRADE OR PAVING.MATCH SLOPE AND THICKNESSOF EXISTING CONDITIONSUNDISTURBED SOIL2'-0"TYPBACKFILL (SAND OR NATIVE SOIL)PER ASTM STANDARDSGROUND RING4"WEED BARRIEREXOTHERMIC WELDMONOPOLEPOSTCADWELD (TYP.)GROUND RING#2 AWG BCW (TYP.)NOT USED