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21-102571-Plan Set-6-23-2021-V1INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  2041 SOUTH 324TH STFEDERAL WAY, WA 98003SHEET INDEXCODE 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-5TOWER ELEVATIONSSPECIFICATIONS & NOTESG-1 SCHEMATIC GROUNDING PLAN & NOTESG-2 GROUNDING DETAILSANTENNA PLANS & RF SCHEDULESEQUIPMENT DETAILSALL 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 DIAGRAMN1. 2018 INTERNATIONAL BUILDING CODE2. 2018 INTERNATIONAL MECHANICAL CODE3. 2018 INTERNATIONAL FIRE CODE4. 2018 UNIFORM PLUMBING CODE5. 2020 NATIONAL ELECTRICAL CODE6. 2018 INTERNATIONAL FUEL GAS CODE7. 2018 INTERNATIONAL ENERGY CONSERVATION CODE8. TIA-EIA-222-G OR LATEST EDITION9. ASCE 7-1610. NFPA 780 - LIGHTNING PROTECTION CODE11. ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES,MOST RECENT EDITION12. LOCAL AMENDMENTS TO THE ABOVE, WHEREAPPLICABLE13. CITY/COUNTY ORDINANCES14. LIFE SAFETY CODE NFPA-101SPECIFICATIONS & NOTEST-3SITEDESIGN IS BASED ON: ATC APPLICATION ID 13662736, REV. #0RFDS VERSION N/A, DATED 03/16/2021APPLICANT:PROJECT TEAMSITE INFORMATIONAPPROVALSAREA 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:PROPERTY INFORMATION:ARCHITECTURAL & ENGINEERING:COMPANY: INFINIGY ENGINEERING, PLLCCONTACT: AMBER TRIMBLEPHONE: (503) 951-7565E-MAIL: atrimble@infinigy.comTHE 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:VERIZONSITE ACQUISITION:THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF ANUNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BYVERIZON 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.SITE ADDRESS: 2041 SOUTH 324TH STFEDERAL WAY, WA 98003COUNTY: KINGLATITUDE (NAD83): 47° 18' 18.8604" N (47.305239°)LONGITUDE (NAD83): 122° 18' 8.4312" W (-122.302342°)GROUND ELEVATION (NAVD88): ±398.4' AMSLJURISDICTION: CITY OF FEDERAL WAYAPN: 1621049037ZONING: RM360OCCUPANCY CLASSIFICATION: ULEGAL DESCRIPTION: SEE SHEET A-1VERIZON PROPOSES TO MODIFY AN EXISTING UNMANNEDTELECOMMUNICATIONS FACILITY AS FOLLOWS:TOWER SCOPE OF WORK:xREMOVE (9) EXISTING VERIZON PANEL ANTENNASxREMOVE (2) EXISTING VERIZON OVPxINSTALL (6) MX06FRO860-02 PANEL ANTENNASxINSTALL (3) AIR6449 PANEL ANTENNAS W/ INTEGRATED RRU'SxREMOVE (2) EXISTING VERIZON OVPxINSTALL (2) RXXDC-6627-PF-48 OVPGROUND SCOPE OF WORK:xREMOVE (2) EXISTING VERIZON 6X12 HYBRID CABLExREMOVE (2) EXISTING VERIZON OVPxINSTALL (2) 12X24 HYBRID CABLExINSTALL (2) RXXDC-6627-PF-48 OVPENLARGED SITE PLANCOMPANY: AMERICAN TOWER CORPORATIONADDRESS: 19100 VON KARMAN, SUITE 200CITY, STATE, ZIP: IRVINE, CA 92612CONTACT: JANELLE RENNERPHONE: (360) 600-6799E-MAIL: janelle.renner@americantower.comATC PROJECT MANAGER:COMPANY: AMERICAN TOWER CORPORATIONADDRESS: 10 PRESIDENTIAL WAYCITY, STATE, ZIP: WOBURN, MA 01801CONTACT: JANELLE RENNER (PROJECT MANAGER)PHONE: (360) 600-6799E-MAIL: janelle.renner@americantower.comVERIZON SITE NAME: SEA CEEJAYSITE TYPE: MONOPOLETOWER HEIGHT: 120'-10"ATC SITE: 82935SITE ADDRESS: COMPANY: INFINIGY SOLUTIONS, LLCCONTACT: VINH DINHPHONE: (206) 295-5926E-MAIL: vdinh@infinigy.comVICINITY MAP SITE PHOTONAME: BELMOR MOBILE HOME PARKADDRESS: 2101 SOUTH 324TH STREETCITY, STATE, ZIP: FEDERAL WAY, WA 98003DRIVING DIRECTIONS FROM VERIZON LOCAL OFFICE (5430 NE 122ND AVE, PORTLAND, OR 97230): HEAD NORTHEAST ON NE 122ND AVE TOWARD NEINVERNESS DR,TURN LEFT ONTO NE AIRPORT WAY,TAKE THE RAMP ON THE RIGHT FOR I-205 NORTH AND HEAD TOWARD SEATTLE,BEAR RIGHT ONTOI-5 N / LEWIS AND CLARK TRAIL HWY,AT EXIT 143, HEAD RIGHT ON THE RAMP FOR S 320TH ST TOWARD FEDERAL WAY / THE COMMONS,TURN LEFTONTO S 320TH ST TOWARD FEDERAL WAY / THE COMMONS,TURN LEFT ONTO 23RD AVE S,ROAD NAME CHANGES TO S 324TH ST,TURN LEFT ONTOPEBBLE BEACH CIRCLE,TURN RIGHT ONTO MERION WAY,TURN RIGHT ONTO BURNING TREE BLVD,TURN RIGHT ONTO OAKLAND HILLS BLVD,ARRIVE AT2041 SOUTH 324TH ST, FEDERAL WAY, WA 98003.COMPANY: VERIZONADDRESS: 3245 158TH AVE SECITY, STATE, ZIP: BELLEVUE, WA 98006CONTACT: RENA PEYTONPHONE: (253) 219-4353E-MAIL: rena.peyton@verizonwireless.com INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  A. GENERAL1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMSUNLESS SPECIFICALLY NOTED OTHERWISE BY VERIZON.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 VERIZON.5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDEDTO THE VERIZON 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 VERIZONCONSTRUCTION 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 VERIZONCONSTRUCTION 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 VERIZON. 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 VERIZONCONSTRUCTION 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 THEVERIZON 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 VERIZON 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 VERIZONCONSTRUCTION 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 VERIZON.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, VERIZONCONSTRUCTION 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 VERIZON.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 VERIZON, 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 VERIZON 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 BYVERIZON 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 VERIZON.21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,POWER AND TOILET FACILITIES AS REQUIRED BY THEPROPERTY OWNER, VERIZON, 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 VERIZON 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 THEVERIZON 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 OVERALL SITE PLAN1200' 100' 200'22"x34" SCALE: 1" = 200'-0"11"x17" SCALE: 1" = 400'-0" 0'INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  NOTE:1. SITE PLAN SHALL MEET ALLENGINEERING AND NPDESREQUIREMENTSINFORMATION CONTAINED WITHIN DRAWINGSIS BASED ON PROVIDED INFORMATION AND ISNOT THE RESULT OF A FIELD SURVEY.EXISTING VERIZON EQUIPMENTAREA WITHIN EXISTING ATCCOMPOUND (SEE SHEET A-2)EXISTING BUILDING (TYP.)EXISTINGPARKING AREAEXISTING TREE (TYP.)APN: 1621049037ZONING: RM360I-524TH AVE SOAKLAND HILLS BLVDEXISTING PROPERTY LINE,TYP. (APPROXIMATE)324 TH STREETEXISTING ACCESS ROAD INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  4'3' 2'1' 4'22"x34" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0" 0'ENLARGED SITE PLAN1INFORMATION CONTAINED WITHIN DRAWINGSIS BASED ON PROVIDED INFORMATION AND ISNOT THE RESULT OF A FIELD SURVEY.EXISTING VERIZONICE BRIDGEEXISTING ATC MONOPOLEEXISTING ICEBRIDGE BY OTHERS54'-0"73'-6"15'-0"26'-0"54'-0"25'-0" 46'-10" 6'-3" 4'-10" 10'-10"EXISTING WOOD FENCEEXISTING CHAINLINK FENCEA/CA/CEXISTING VERIZON12'-0"x24'-0"EQUIPMENT SHELTEREXISTING 7'-11"x10'-0"GENERATOR PADEXISTING 4'-6"x9'-0"GENERATOR PADEXISTING 6'-0"x14'-0"CONCRETE PAD (BY OTHERS)EXISTING 8'-0"x12'-0"CONCRETE PAD (BYOTHERS)PROPOSED 7'-0"X13'-0"GROUND SPACEEXISTING H-FRAME (TYP.)EXISTING VERIZON OVP6TO BE REMOVED (2 TOTAL )PROPOSED VERIZONOVP12 (2 TOTAL) 22"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.GRADEELEV. = 0'-0" AGL (±398.4' AMSL)EXISTING CHAINLINK FENCEINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  2EXISTING ELEVATION1PROPOSED ELEVATIONEXISTING ATC MONOPOLE℄ OF EXISTING PANEL ANTENNAS BY OTHERSELEV. = ±70'-0" AGLTOP OF EXISTING MONOPOLEELEV. = ±120'-10" AGL℄ OF EXISTING VERIZON PANEL ANTENNASELEV. = ±116'-0" AGLTOP OF EXISTING VERIZON PANEL ANTENNASELEV. = ±120'-0" AGLEXISTING VERIZON ANTENNAS WITHASSOCIATED EQUIPMENT MOUNTEDTO MONOPOLE - SEE SHEET A-4EXISTING PANEL ANTENNAS BYOTHERS MOUNTED TO MONOPOLEEXISTING & PROPOSED VERIZONANTENNAS WITH ASSOCIATEDEQUIPMENT MOUNTED TOMONOPOLE - SEE SHEET A-4EXISTING VERIZON 12'-0"x24'-0"EQUIPMENT SHELTER℄ OF EXISTING PANEL ANTENNAS BY OTHERSELEV. = ±82'-0" AGL℄ OF EXISTING PANEL ANTENNAS BY OTHERSELEV. = ±99'-0" AGLEXISTING CHAINLINK FENCEEXISTING ATC MONOPOLE℄ OF EXISTING PANEL ANTENNAS BY OTHERSELEV. = ±70'-0" AGLTOP OF EXISTING MONOPOLEELEV. = ±120'-10" AGL℄ OF EXISTING & PROPOSED VERIZON PANEL ANTENNASELEV. = ±116'-0" AGLTOP OF PROPOSED VERIZON PANEL ANTENNASELEV. = ±120'-0" AGLEXISTING PANEL ANTENNAS BYOTHERS MOUNTED TO MONOPOLEEXISTING VERIZON 12'-0"x24'-0"EQUIPMENT SHELTER℄ OF EXISTING PANEL ANTENNAS BY OTHERSELEV. = ±82'-0" AGL℄ OF EXISTING PANEL ANTENNAS BY OTHERSELEV. = ±99'-0" AGLGRADEELEV. = 0'-0" AGL (±398.4' AMSL) INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  NOT TOSCALEPROPOSED ANTENNA PLAN21NOT TOSCALEEXISTING ANTENNA PLANEXISTING VERIZON OVP TOBE REMOVED (2 TOTAL)EXISTING VERIZON DIPLEXER TO BEREMOVED (2 PER SECTOR, 6 TOTAL)PANEL ANTENNAS "B"AZ= 50°EXISTING VERIZONMOUNT TO REMAINEXISTING VERIZON PANEL ANTENNAMOUNTED TO MONOPOLE TOREMAIN (1 PER SECTOR, 3 TOTAL)2A-5PROPOSED VERIZON PANELANTENNA W/ INTEGRATED RRU'SMOUNTED TO MONOPOLE (1 PERSECTOR, 3 TOTAL)1A-5PROPOSED VERIZON PANELANTENNA MOUNTED TO MONOPOLE(2 PER SECTOR, 6 TOTAL)PROPOSED VERIZON OVPMOUNTED TO MONOPOLE(2 TOTAL)3A-5EXISTING RF CONFIGURATION SCHEDULETECH.QTY.TIPHEIGHTRADCENTERAZIMUTHRETMANUFACTURER MODELMECH.DTELEC.DTSECTORPOSITIONA1A2305°COAXCABLESHYBRIDCABLES(2) 6X12COMBINERSTMA'SRRU'SSECTORALPHABETAGAMMALOCATIONANTENNALEVELGROUNDLEVEL--------ALPHABETAGAMMA--------OVP'S(2) RXXDC-3315-PF-48(2) RXXDC-3315-PF-48BIAS-TEES------------RU'S--------A3A4B1B2B3B4C1C2C3C4(2) 7/8"(2) 7/8"(2) 7/8"PROPOSED RF CONFIGURATION SCHEDULETECH.QTY.TIPHEIGHTRADCENTERAZIMUTHRETMANUFACTURER MODELMECH.DTELEC.DTSECTORALPHAGAMMA0°POSITIONA1A2116'-0" 3°TRUE305°118'-1"COAXCABLESHYBRIDCABLES(2) 12X24COMBINERSTMA'S RRU'SSECTORALPHABETAGAMMALOCATIONANTENNALEVELGROUNDLEVEL------ALPHABETAGAMMA--------OVP'S(2) RCMDC-6627-PF-48(2) RCMDC-6627-PF-48RU'S------------A3A4B1BETAB2B3B4C1C2C3C4------0°116'-0"4°TRUE120'-0"10°ERICSSON116'-0"2°FALSEAIR6449120'-0"5G L-SUB60°116'-0" 0°TRUE330°119'-9"FALSE50°850 CDMATRUEFALSE90°FALSETRUE165°TRUEFALSETRUE195°PANEL AN T E N N A S " C " AZ= 165°PANEL ANTENNAS "A"AZ= 90°PANEL ANTENNAS "C"AZ= 195°PANE L A N T E N N A S " A" AZ= 3 3 0°EXISTING VERIZON PANEL ANTENNAMOUNTED TO MONOPOLE TO BEREMOVED (3 PER SECTOR, 9 TOTAL)EXISTING VERIZON RRU'S 2212 B13MODULES TO REMAIN (1 PERSECTOR, 3 TOTAL)EXISTING VERIZON RRU'S 32 B2MODULES TO REMAIN (1 PERSECTOR, 3 TOTAL)EXISTING VERIZON RRU'S 2212B5 MODULES TO REMAIN (1 PERSECTOR, 3 TOTAL)EXISTING VERIZON RRU'S 32B66A MODULES TO REMAIN (1PER SECTOR, 3 TOTAL)EXISTING VERIZON DISHANTENNA MOUNTED TOMONOPOLE TO REMAIN (1 TOTAL)EXISTING VERIZON DIPLEXER(2 PER SECTOR, 6 TOTAL)PANEL ANTENNAS "B"AZ= 50°EXISTING VERIZON MOUNTEXISTING VERIZON PANEL ANTENNA MOUNTEDTO MONOPOLE (1 PER SECTOR, 3 TOTAL)PANEL ANTENNAS "C"AZ= 165°PANEL ANTENNAS "B"AZ= 90°PANEL ANTENNAS "A"AZ= 305°PANEL ANTENNAS "C"AZ= 195°PANE L A N T E N N A S " A" AZ= 3 3 0°EXISTING VERIZON RRU'S 2212 B13MODULES (1 PER SECTOR, 3 TOTAL)EXISTING VERIZON RRU'S 32 B2MODULES (1 PER SECTOR, 3 TOTAL)EXISTING VERIZON RRU'S 2212 B5MODULES (1 PER SECTOR, 3 TOTAL)EXISTING VERIZON RRU'S 32 B66AMODULES (1 PER SECTOR, 3 TOTAL)EXISTING VERIZON DISH ANTENNAMOUNTED TO MONOPOLE (1 TOTAL)1 JMA WIRELESS MX06FRO860-021 JMA WIRELESS MX06FRO860-021ANTELBXA-80090/8CF (74294)700/850 5G/PCS/AWS/AWS3 LTE700/850 5G/PCS/AWS/AWS3 LTE1 ERICSSONAIR64495G L-SUB6850 CDMA1JMA WIRELESSMX06FRO860-021JMA WIRELESSMX06FRO860-021ANTELBXA-80090/8CF (74294)700/850 5G/PCS/AWS/AWS3 LTE700/850 5G/PCS/AWS/AWS3 LTE1 ERICSSONAIR64495G L-SUB6850 CDMA1JMA WIRELESS MX06FRO860-021JMA WIRELESS MX06FRO860-021ANTELBXA-80090/8CF (74294)700/850 5G/PCS/AWS/AWS3 LTE700/850 5G/PCS/AWS/AWS3 LTE116'-0" 118'-1"116'-0" 120'-0"116'-0" 120'-0"116'-0" 119'-9"116'-0" 118'-1"116'-0" 120'-0"116'-0" 120'-0"116'-0" 119'-9"305°305°50°50°165°165°0°3°0°5°0°2°0° 0°0° 3°0°4°0°2°0° 0°MW1MW-- -- -- --(1) EW63--MW1RFSMW--1SB2-107BC110'-0"-- -- -- -- --(1) EW63----------ALPHAGAMMABETA(2) 7/8"(2) 7/8"(2) 7/8"10°10°AMPHENOL 117'-2"116'-0"5°1°FALSEFALSE50°50°QUAD456W0000X120'-0"120'-0"1900 LTEAWS/AWS3 LTEAMPHENOLHEX458CW0000X10°5°FALSE50°1900 LTEAMPHENOLHEX458CW0000X10° 0°FALSE90°850 CDMA ANTELBXA-80090/8CF (74294)10°2°FALSE165°10°4°FALSE165°10°4°FALSE165°10° 0°FALSE195°AMPHENOLQUAD456W0000XAMPHENOL HEX458CW0000XAMPHENOL HEX458CW0000XANTELBXA-80090/8CF (74294)1900 LTEAWS/AWS3 LTE1900 LTE850 CDMA116'-0" 120'-0"116'-0" 119'-9"117'-2"116'-0"120'-0"120'-0"116'-0" 120'-0"116'-0" 119'-9"10°1°FALSEAMPHENOLQUAD336W0000XAWS/AWS3 LTE117'-1"120'-0"10°4°FALSE10°4°FALSE16° 0°FALSE330°AMPHENOLHEX338CW0000XAMPHENOLHEX338CW0000XANTEL BXA-80090/8CF1900 LTE1900 LTE850 CDMA305°305°116'-0" 120'-0"116'-0" 120'-0"116'-0" 119'-9"NOT TOSCALEPROPOSED RF SCHEDULE3EXISTING RF SCHEDULENOT TOSCALEPANEL ANTENNAS "A"AZ= 305° INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  1RF PLUMBING DIAGRAMNOT TOSCALE FOR REFERENCE ONLY MANUFACTURER: JMA WIRELESSMODEL: MX06FRO860-02WEIGHT: 79 LBS; BRACKETS: 26 LBSDIMENSIONS: 95.9" X 15.4" X 10.7"FREQUENCY: REFER TO RF DATA SHEETTOPBOTTOM10.710.795.915.495.910.7FRONTSIDEMECHANICALDOWNTILTBRACKETRF CONNECTOR, TYPRF CONNECTOR, TYP15.415.4MANUFACTURER: ERICSSONMODEL: AIR6449WEIGHT: 81.6 LBSDIMENSIONS: 30.4" X 15.9" X 8.1"FREQUENCY: REFER TO RF DATA SHEETTOPFRONTSIDE15.98.130.415.92-3/8" DIA. GALV. STEELMOUNTING PIPE2-3/8" DIA. GALV. STEELMOUNTING PIPEMOUNTING BRACKETPROVIDED BY MANUFACTURERMOUNTING BRACKETPROVIDED BY MANUFACTURERDC SURGESUPPRESSION UNITDC SURGESUPPRESSION UNITMANUFACTURER: RAYCAPMODEL: RXXDC-6627-PF-48DIMENSIONS: 29.5"x16.5"x12.6"INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  NOT TOSCALE31ANTENNA DETAILNOT TOSCALENOT TOSCALE4OVP DETAILNOT TOSCALE2ANTENNA DETAILNOT TOSCALE5NOT USEDNOT USED INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless  1A-1GROUNDING NOTES:1. CONTRACTOR SHALL CAREFULLY REVIEW GROUNDING NOTES AND CONSULT WITH TOWER OWNERFOR SITE SPECIFIC CONDITIONS IF THERE SHOULD BE ANY FURTHER CLARIFICATIONS NEEDED.  GROUNDING LEADS COMING FROM BOTH ANTENNAS AND COAX GROUND KITS SHALL BEDIRECTED TO DEDICATED  BUS BARS AND FOR A POLE OR TOWER, SHALL BE LOCATED UPON A GIVEN POLE OR TOWER NEAR THE BOTTOM OF ANTENNAS, BEING DIRECTLY FASTENED TO THESTRUCTURE WITH STAINLESS STEEL HARDWARE AND / OR ANGLE ADAPTERS (E.G. PIROD / VALMONTGROUNDING BUS BAR PART NUMBER B2981 [ CONSTRUCTION MANAGER SHALL CONFIRM BUSBAR PART PRIOR TO CONTRACTOR PURCHASE OF PART] BEING ANCHORED TO A MOUNTING BRACKETKIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMP NUMBER B1852 OREQUIVALENT [W/O CHERRY INSULATORS]).3. ANCHORING OF  UPPER BUS BAR SHALL NOT EMPLOY THE USE OF DRILLING, WELDING ORCUTTING INTO THE EXISTING STRUCTURE (ALL NEW ATTACHMENT BRACKETS SHALL BE CLAMPED ORMECHANICALLY FASTENED TO STRUCTURE).4. FOR A METAL POLE OR TOWER,  ANTENNA AND COAX GROUND LEADS SHALL TERMINATE ATUPPER BUS BAR W/O INSULATORS AT THE NEAR ANTENNA LOCATION WITH LEADS NOT CONTINUINGDOWN THE POLE SHAFT OF TOWER LEG (TOWER STRUCTURE SHALL SERVE AS GROUNDING MEDIUMIN ORDER TO ENSURE THAT ALL EQUIPMENT ON THE TOWER IS ON THE SAME GROUND POTENTIALMAINTAINING ONE COMMON GROUND PLANE).5. FOR A POLE OR TOWER, A SECOND  BUS BAR WITH STAND OFF INSULATORS (E.G. PIROD /VALMONT GROUNDING BUS BAR PART NUMBER B2981 [ CONSTRUCTION MANAGER SHALLCONFIRM BUS BAR PART PRIOR TO CONTRACTOR PURCHASE OF PART] BEING ANCHORED TO AMOUNTING BRACKET KIT FOR B2372 OR EQUIVALENT OR BEING MOUNTED WITH UNIVERSAL CLAMPNUMBER B1852 OR EQUIVALENT [WITH STANDOFF CHERRY INSULATORS]) SHALL BE ADDED AT THEBASE OF THE TOWER TO CAPTURE ANY ADDITIONAL TOWER SURFACE LIGHTNING RESIDUALSHEETING WITH A DEDICATED  GROUND LEAD BEING DIRECTED TO GROUND AND ATTACHEDTO THE EXISTING TOWER GROUND RING (FINAL LOCATION OF BOTTOM OF TOWER GROUND BUS BARSHALL BE APPROVED BY TOWER REPRESENTATIVE PRIOR TO INSTALLATION).  GROUND LEAD FROM LOWER  BUS BAR SHALL BE NO. 2 OR 2/0 AWG WIRE ANDSHALL BE ATTACHED TO EXISTING POLE / TOWER GROUND RING WITH PARALLEL THRU WIRE MOLD(E.G. PIROD / VALMONT PART NUMBER 171791 OR EQUIVALENT).  GROUND LEADS MAY NOT BE ATTACHED TO EXISTING GROUND RINGS WITH ANYCONFIGURATION OTHER THAN THE "PARALLEL THRU WIRE MOLD" WITH THE LEAD SWEEPING INTOTHE GROUND RING IN THE CONFIGURATION SHOWN ON THE GROUNDING PLAN.  GROUND LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS ANESTABLISHED GROUND BUS BAR POSITIONED AT THE TOP OF A NONCONDUCTIVE POLE ORSTRUCTURE (E.G. WOOD UTILITY POLES, PRE-CAST CONCRETE POLES, BUILDINGS, FIBERGLASSSTRUCTURES, ETC.) SHALL EMPLOY THE USE OF SEPARATE GROUND LEAD CONDUCTORS RUNNINGDOWN THE POLE OR STRUCTURE TO A BUS BAR AT THE BASE OF THE POLE OR STRUCTURE ANDFURTHER RUNNING INTO AN EXISTING GROUND RING.NOTE:-FOR CLARITY, NOT ALL ANTENNASECTORS ARE CALLED OUT.-ANTENNA/RRU GROUNDING ISTYPICAL FOR ALL SECTORS.12' 1'2'22"x34" SCALE: 1/2" = 1'-0"11"x17" SCALE: 1/4" = 1'-0" 0'MELECTRICAL SYMBOLSGROUND BARGROUND ROD WITH ACCESSCHEMICAL GROUND RODGROUND RODDISCONNECT SWITCHMETERCIRCUIT BREAKERCADWELD TYPE CONNECTIONCOMPRESSION TYPE CONNECTIONGROUNDING WIREREPRESENTS DETAIL NUMBERREFERENCE SHEET NUMBERABBREVIATIONSAMERICAN WIRE GAUGEBARE COPPER WIREDRAWINGELECTRICAL METALLIC TUBINGGENERATORINTERIOR GROUND RING (HALO)INTERMEDIATE METALLIC CONDUITMASTER GROUND BARPERSONAL COMMUNICATION SYSTEMPOWER TRANSFER SWITCHRIGID (SCH. 40) POLYVINYLCHLORIDE CONDUITRIGID GALVANIZED STEELRACEWAYTYPICALTYPRWYRGSPVCPTSPCSMGBIMCIGRGENEMTDWGBCWAWG1234GROUNDING KEYED NOTES:MONOPOLE GROUND BUS BAR AT BASE OF MONOPOLE WITH COAX GROUND KIT. SEEDETAIL 9/G-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 9/G-2 FOR GROUND WIRECONNECTIONS, AND SEE DETAIL 1/G-2 FOR COAX GROUNDING.#2 AWG GROUND FROM MONOPOLE GROUND BUS BAR TO MONOPOLE GROUND RING (TYPOF (2) PLACES).ANTENNA GROUND BUS BAR AT ANTENNA LEVEL OF MONOPOLE WITH COAX GROUND KIT.SEE DETAIL 5/G-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 9/G-2 FOR GROUND WIRECONNECTIONS, AND SEE DETAIL 4/G-2 FOR COAX GROUNDING.#6 AWG GROUND FROM ANTENNA / RRU / OVP TO ANTENNA GROUND BUS BAR.SCHEMATIC GROUNDING PLAN4213 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)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 USEDNOT TOSCALE8EXOTHERMIC CONNECTIONS3CABLE GROUND CONNECTIONSNOT TOSCALE7NOT TOSCALENOT TOSCALE9GROUND WIRE INSTALLATIONNOT TOSCALE12NOT USED11NOT USEDNOT TOSCALE2CABLE GROUND KITNOT TOSCALE6NOT USEDNOT TOSCALE10NOT USEDNOT TOSCALETYPE TATYPE VNTYPE NCTYPE SSTYPE PTTYPE VBTYPE VSTYPE VVTYPE GTTYPE GYTYPE GRTYPE GLNOT USEDANTENNA GROUND BAR,WITH INSULATORS.AT ANTENNA LEVEL.NOTES:GROUND BARS AT ANTENNA LEVEL AND AT BASE OF TOWER STRUCTURE TOBE ATTACHED WITH INSULATORS. CONNECTION TO TOWER STRUCTURESHALL BE PER MANUFACTURERS RECOMMENDATIONS.#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 WELDMONOPOLE