HomeMy WebLinkAboutP_Construction Plans_Crown Castle_211201_v2.pdfINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless SHEET INDEXVICINITY MAPCODE COMPLIANCEPROJECT DESCRIPTIONDESCRIPTIONSHEETCONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONSAND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFYTHE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFOREPROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED INACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWINGCODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOTCONFORMING TO THE LATEST EDITIONS OF THESE CODES.RKnow what'sbelow.before you dig.CallNSITESITE ACQUISITION & PLANNING:PROJECT TEAMSITE INFORMATIONAPPROVALSAREA OF CONSTRUCTION: ±2500 SQ. FT.TYPE OF CONSTRUCTION: II-BPROPOSED USE: UNMANNED TELECOMMUNICATIONSFACILITYHANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FORHUMAN HABITATION. HANDICAPPEDACCESS NOT REQUIRED.CONSTRUCTION INFORMATION:PROPERTY OWNER:PROPERTY 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'S REPRESENTATIVE:CONSTRUCTION MANAGEMENT:CARRIERDESIGN IS BASED ON: CROWN CASTLE APPLICATION ID 485664, REV. #0SITE ADDRESS: 2902 NE 12TH STRENTON, WA 98056COUNTY: KINGLATITUDE (NAD83): 47° 30' 13.92" N (47.503867°)LONGITUDE (NAD83): 122° 10' 49.94" W (-122.180539°)GROUND ELEVATION (NAVD88): ±363.5' AMSLJURISDICTION: CITY OF RENTONAPN: 7227802040ZONING: R-14OCCUPANCY CLASSIFICATION: ULEGAL DESCRIPTION: SEE SHEET SV10THESE PLANS HAVE BEEN DEVELOPED FOR THE CONSTRUCTION OF ANUNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BYCROWN CASTLE 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.COMPANY: CROWN CASTLE USA, INC.ADDRESS: 1505 WESTLAKE AVE N, SUITE 800CITY, STATE, ZIP: SEATTLE, WA 98109CONTACT: JOSHUA SAATHOFFPHONE: (919) 842-2563E-MAIL: joshua.saathoff@crowncastle.comT-1TITLE SHEETSV1 - SV10A-2BOUNDARY MAPA-1A-3SPECIFICATIONS & NOTEST-2, T-3COMPANY: INFINIGY ENGINEERING, PLLCCONTACT: PAUL DANNEBERGPHONE: (206) 375-3798E-MAIL: pdanneberg@infinigy.comCOMPANY: CROWN CASTLE USA, INC.ADDRESS: 2055 S STEARMAN DRCITY, STATE, ZIP: CHANDLER, AZ 85286CONTACT: SALLY NATALINOPHONE: (602) 845-1704E-MAIL: sally.natalino@crowncastle.comOVERALL PARCEL EXHIBIT FOR: CROWN CASTLEDRIVING DIRECTIONS FROM CROWN CASTLE LOCAL OFFICE (1505 WESTLAKE AVE N, SEATTLE, WA 98109): HEAD SOUTH ON DEXTER AVE N; TURN LEFT ONTOMERCER ST; USE THE RIGHT 2 LANES TO TAKE THE RAMP TO I-5 S; KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR I-5 S AND MERGE ONTO I-5 S; MERGEONTO I-5 S; USE THE RIGHT 2 LANES TO TAKE EXIT 164 FOR I-90 E TOWARD BELLEVUE; CONTINUE ONTO I-90 E; KEEP LEFT AT THE FORK TO STAY ON I-90 E;USE THE RIGHT 2 LANES TO TAKE EXIT 10A TO MERGE ONTO I-405 S TOWARD RENTON; TAKE EXIT 6 FOR NE 30TH ST; TURN LEFT ONTO N 30TH ST; CONTINUEONTO KENNEWICK PL NE; CONTINUE ONTO NE 27TH ST; NE 27TH ST TURNS SLIGHTLY RIGHT AND BECOMES EDMONDS AVE NE; TURN LEFT ONTO NE 12THST; SITE WILL BE ON THE LEFT: 2902 NE 12TH ST, RENTON, WA 98056C1SOUTHEAST & SOUTHWEST ELEVATIONSENLARGED SITE PLANCOMPANY: LYNX CONSULTINGADDRESS: 17311 135TH AVE NE SUITE A-100CITY, STATE, ZIP: WOODINVILLE, WA 98072CONTACT: JENNIFER TAYLORPHONE: (206) 228-2127E-MAIL: jtaylor@lynxconsulting.orgCOMPANY: HOUSING AUTHORITY OF THE CITY OF RENTONADDRESS: 2900 NE 10TH STCITY, STATE, ZIP: RENTON, WA 98056L-1TREE RETENTION / LANDSCAPE PLANOVERALL SITE PLANA-1.1CROWN CASTLE PROPOSES TO CONSTRUCT AN UNMANNEDTELECOMMUNICATIONS FACILITY AS FOLLOWS:TOWER SCOPE OF WORK:xINSTALL A 99'-1" MONOPINEGROUND SCOPE OF WORK:xINSTALL A POROUS ASPHALT ACCESS ROADxINSTALL A 6'-0" HIGH CHAIN LINK DOUBLE SWING ACCESS GATExINSTALL A 6'-0" HIGH WOOD FENCE AND DOUBLE SWING ACCESS GATExINSTALL AN H-FRAME WITH UTILITY EQUIPMENTSITE ADDRESS: COUNTY: KINGJURISDICTION: CITY OF RENTONLAT: 47° 30' 13.92" N LONG: 122° 10' 49.94" W2902 NE 12TH STRENTON, WA 98056CROWN CASTLE SITE: 831070 A-TEAMSITE TYPE: MONOPINETOWER HEIGHT: 99'-1"COMPANY: CROWN CASTLE USA, INC.ADDRESS: 1505 WESTLAKE AVE N, SUITE 800CITY, STATE, ZIP: SEATTLE, WA 981091. 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-H 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-101E-1G-1 SCHEMATIC GROUNDING PLANS & NOTESG-2 GROUNDING DETAILSUTILITY ROUTING PLAN & DETAILSA-7.2A-10FENCE DETAILSEQUIPMENT DETAILSGRADING AND DRAINAGE CONTROL PLANC2 TESC PLANC3 NOTES AND DETAILSA-10.1FENCE DETAILS
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless A. GENERAL1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMSUNLESS SPECIFICALLY NOTED OTHERWISE BY CROWNCASTLE.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 CROWN CASTLE.5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDEDTO THE CROWN CASTLE 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 CROWN CASTLECONSTRUCTION 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 CROWNCASTLE CONSTRUCTION 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 CROWNCASTLE. IF A DISCREPANCY EXISTS AND THE PROJECTMANAGER AND ARCHITECT ARE NOT NOTIFIED, THEGENERAL CONTRACTOR SHALL BE HELD RESPONSIBLEFOR ALL COSTS 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 CROWN CASTLECONSTRUCTION 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 THECROWN CASTLE 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 CROWN CASTLE CONSTRUCTION MANAGER PRIORTO BEGINNING 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 CROWNCASTLE CONSTRUCTION MANAGER AND THE ARCHITECTSHALL BE 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 CROWN CASTLE.23. 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, CROWN CASTLECONSTRUCTION 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 CROWN CASTLE.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-OFFXC. 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 & PRIMERANTENNASxPRIMER: KEM AQUA E61-W525xTOPCOAT: COROTHANE II B65W200/B60V22BTS CABINETxPRIMER: KEM AQUA E61-W525xTOPCOAT: COROTHANE II B65W200/B60V22COAXIAL JUMPER CABLESxPRIMER: AS REQUIRED FOR ADHESION. APPLY ONECOAT OF KEM AQUA WATER REDUCIBLE PRIMERE61W25 REDUCED 25%xTOPCOAT: 2 COATS COROTHANE II POLYURETHANEB65W200/B60V2RAW STEELxPRIMER: KEM BOND HS B50WZ4, DMT ACRYLIC PRIMERxTOPCOAT: 2 COATS COROTHANE II POLYURETHANEB65W200/B60V2GALVANIZED METALxACID ETCH WITH COMMERCIAL ETCH OR VINEGARPRIMER COAT AND FINISH COAT (GALVITE HIGHSOLIDS OR DTM PRIMER/FINISH)STAINLESS STEELxPRIMER: OTM WASH PRIMER, B71Y1xTOPCOAT: 2 COATS COROTHANE II POLYURETHANEB65W200/B60V2PRE-PRIMED STEELxTOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEMBOND HS, SS0WZ4ALUMINUM & COPPERxPRIMER: DTM WASH PRIMER, B71Y1xTOPCOAT: 2 COATS COROTHANE II POLYURETHANEB65W200/B60V2CONCRETE MASONRYxPRIMER: PRO MAR EXTERIOR BLOCK FILLERxTOPCOAT: 2 COATS A-100 LATEX HOUSE & TRIM,SHEEN TO MATCHCONCRETE STUCCO (EXISTING)x2 COATS A-100 LATEX HOUSE & TRIM, SHEEN TOMATCHSTUCCOxPRIMER: PRO MAR MASONRY CONDITIONERB-46-W21000xTOPCOAT: SUPERPAINT A-80 SERIES A-89 SATIN A-84GLOSSWOODxPRIMER: A-100 EXTERIOR ALKYD WOO9D PRIMERY-24W20xTOPCOAT: 2 COATS A-100 LATEX HOUSE & TRIM SHEENTO MATCH ADJACENT SURFACES12. 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 ASSOCIATIONO'HARE INTERNATIONAL CENTER10255 W HIGGINS RD, SUITE 600ROSEMONT, IL 60018-5607 SMACNA - SHEET METAL AND AIR CONDITIONINGCONTRACTORS NATIONAL ASSOCIATION4201 LAFAYETTE CENTER DRCHANTILLY, VA 20151-1219 IILP - INTERNATIONAL INSTITUTE FOR LATH AND PLASTER820 TRANSFER RDST. PAUL, MN 55114-140614. INSTALL ALL EQUIPMENT AND MATERIALS PER THELATEST EDITION OF THE MANUFACTURER'SINSTALLATION SPECIFICATIONS UNLESS OTHERWISEINDICATED BY AT&T, 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 AT&T AND THE PROPERTY OWNER'SREPRESENTATIVE, 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 BYAT&T 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 AT&T.21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER,POWER AND TOILET FACILITIES AS REQUIRED BY THEPROPERTY OWNER, AT&T, AND THE CITY OR GOVERNINGAGENCY.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 AT&T 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 THE CROWNCASTLE CONSTRUCTION MANAGER AND THE ARCHITECTIF ANY INADEQUATE OR IMPROPER CONDITIONS.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 D3737.21STRUCTURAL SPECIFICATIONSNOT USEDC. 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, UNFORMED 3"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.
NE 13TH STH A R R I N G T O N A V E N E
DUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166
NE 13TH STDUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166SEC. 04 TWP. 23N., RNG. 05 E., W.M.
H A R R I N G T O N A V E N E
DUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166
DUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166
DUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166
DUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166
INDEX AVE N ENE 16TH STDUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166
H A R R IN G T O N A V E N E
DUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166
DUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166SEC. 04 TWP. 23N., RNG. 05 E., W.M.
DUNCANSON COMPANY, INC.145 SW 155TH STREET, SUITE 102SEATTLE, WA 98166
Know what'sbelow.before you dig.CallR48 hoursSTATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUD145 SW 155th Street, Ste. 102, Seattle, Washington 98166Phone: (206) 244-4141 Fax: (206) 244-4455Civil Engineering · Surveying · Land PlanningDUNCANSONCROWN CASTLE 831070 - A-TEAM GRADING AND DRAINAGE CONTROL PLAN2902 NE 12TH STRENTON, WA 98056CROWN_CASTLE_831070_A-TEAM
AAANNNNNNN
LUA:C:A-NNNNNNNPR:
CROWN_CASTLE_831070_A-TEAMSHEET_NUMBER
NE 12TH STHARRINGTON AVE NEJEFFERSON AVE NEINDEX AVE NE
Know what'sbelow.before you dig.CallR48 hoursSTATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUD145 SW 155th Street, Ste. 102, Seattle, Washington 98166Phone: (206) 244-4141 Fax: (206) 244-4455Civil Engineering · Surveying · Land PlanningDUNCANSONA-NNNNNNNPR:C:LUA:
AAANNNNNNN
CROWN CASTLE 831070 - A-TEAM TESC PLAN2902 NE 12TH STRENTON, WA 98056CROWN_CASTLE_831070_A-TEAM
CROWN_CASTLE_831070_A-TEAMSHEET_NUMBER
PR:C:LUA:
AAANNNNNNNKnow what'sbelow.before you dig.CallR48 hoursSTATE CNONATGDMSON.LORAHRPGRNOEILANERETSIGDESOFESREEINN NWIFASHOUD145 SW 155th Street, Ste. 102, Seattle, Washington 98166Phone: (206) 244-4141 Fax: (206) 244-4455Civil Engineering · Surveying · Land PlanningDUNCANSONA-NNNNNNNCROWN CASTLE 831070 - A-TEAM NOTES AND DETAILS2902 NE 12TH STRENTON, WA 98056CROWN_CASTLE_831070_A-TEAM
CROWN_CASTLE_831070_A-TEAMSHEET_NUMBER
BOUNDARY MAP1100' 50' 100'22"x34" SCALE: 1" = 100'-0"11"x17" SCALE: 1" = 200'-0" 0'INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless PROPOSED CROWN CASTLECOMPOUND (SEE SHEET A-1.1)SUBJECT PARCELAPN: 7227802040ZONING: R-14APN:7227801776APN:7227801655APN:7227801651APN:7227801645APN:7227801640APN:7227801635APN:7227801630APN:7227801625APN:7227801620APN:7227801615APN:7227801610APN:7227801605APN:7227801600APN:7227801590APN:7227801595APN:7227801586APN:7227801585APN:7227801685APN:7227801690APN:7227801695APN:7227801700APN:7227801705APN:7227801710APN:7227801715APN:7227801720APN:7227801725APN:7227801730APN:7227801735722780174272278017417227801740APN:7227801745APN:7227801750APN:7227801755APN:7227801760APN:
7227801765
APN:
7227801770APN:7227801575APN:7227801570APN:7227801565APN:722780158072278015817227801582APN: 7227802041ZONING: R-14PROPOSED CROWNCASTLE SITE ACCESSINGRESS/EGRESSPROPOSED 20'-0" WIDE x 6' HIGHDOUBLE SWING CHAIN LINK ACCESSGATE TO REPLACE EXISTING GATEPROPOSED 12'-0" WIDEPOROUS ASPHALT ROADEXISTING BRUSH WITHIN POROUSASPHALT ROAD TO BE REMOVEDEXISTING GRAVELROAD
OVERALL SITE PLAN130' 30'15'22"x34" SCALE: 1" = 30'-0"11"x17" SCALE: 1" = 60'-0" 0'INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless 50'-0"75'-0"220'-0"50'-0"20'-0"EXISTING TREE, TYP.EXISTING TREEDRIP LINE, TYP.EXISTING CHAINLINK FENCE, TYP.EXISTING LIGHT POLEEXISTINGGRASS34'-0"60'-0"50'-0"57'-11"33'-10"195'-0"16'-0"10'-0"SUBJECT PARCELAPN: 7227802040ZONING: R-14ADJACENT PARCELAPN: 7227801776ADJACENT PARCELAPN: 7227801655ADJACENT PARCELAPN: 7227801651ADJACENT PARCELAPN: 7227801645APN: 7227801640ADJACENT PARCELAPN: 7227801685ADJACENT PARCELAPN: 7227801690ADJACENT PARCELAPN: 7227801695ADJACENT PARCELAPN: 7227801700ADJACENT PARCELAPN: 7227801705ADJACENT PARCELAPN: 7227801710ADJACENT PARCELAPN: 7227801715APN: 7227801720PROPOSED 12'-0" WIDE DOUBLESWING ACCESS GATE TOREPLACE EXISTING GATEPROPOSED CROWN CASTLE50'-0"x50'-0" FENCED / LEASEDCOMPOUND W/ GRAVEL (±2,500 SQ. FT.)(SEE SHEET A-2)ADJACENT PARCEL APN: 7227802041EXISTINGBUILDINGEXISTINGBUILDING EAVEASPHALTPARKING LOTEXISTING EASEMENTEXISTING CONCRETESIDEWALKEXISTING TELCO PEDESTALEXISTING TELCO VAULTEXISTINGTELCOPEDESTALEXISTING PAD MOUNTEDTRANSFORMERNE 12TH STHARRINGTON AVE NENE 13TH STJEFFERSON AVE NE
HARRINGTON PL NEEXISTING PROPERTYLINE, TYP.PROPOSED 12'-0" WIDEPOROUS ASPHALT ROADEXISTING BRUSH WITHIN POROUSASPHALT ROAD TO BE REMOVEDSAWCUT EXISTINGCONCRETE SIDEWALK ATPROPOSED POROUSASPHALT ROADPROPOSED 12'-0" WIDE POROUSASPHALT ACCESS ROAD
INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless 4'4'22"x34" SCALE: 3/16" = 1'-0"11"x17" SCALE: 3/32" = 1'-0" 2'0'ENLARGED SITE PLAN120'-0"AT&T LEASE AREA1'-0"15'-0"AT&T LEASE AREAFUTURE CARRIERLEASE AREA50'-0"CROWN CASTLE LEASE AREA1'-0"50'-0"CROWN CASTLE LEASE AREA10'-0" T-MOBILELEASE AREA15'-0"T-MOBILE LEASE AREA9'-0"3'-0"10'-0"4'-0"25'-0"20'-0"33'-10"366PROPOSED CROWNCASTLE MONOPINEPROPOSED MONOPINEFOUNDATIONPROPOSED 12'-0"WIDE DOUBLE SWINGACCESS GATEPROPOSED SHAREDUTILITY H-FRAME W/METER BANKEXISTING CONCRETESIDEWALKEXISTING TREE, TYP.EXISTING TREEDRIP LINE, TYP.PROPOSED 6'-0"HIGH WOOD FENCEEXISTING PROPERTYLINE, TYP.EXISTING CHAINLINK FENCE, TYP.PROPOSED CROWNCASTLE 50'-0"x50'-0" LEASEAREA (±2,500 SQ. FT.)EXISTINGLIGHT POLEEXISTING TREESWITHIN LEASE AREA TOBE REMOVED (5 TOTAL)EXISTINGGRASS368368
368368366364362362362364 364364360360NOTE:THE CROWN CASTLE SCOPE OF WORKINCLUDES ITEMS THAT ARE TO BEUSED BY MULTIPLE CARRIERS OR ARECALLED OUT AS "CROWN CASTLE".ITEMS CALLED OUT AS "AT&T" OR"T-MOBILE" ARE TO BE INSTALLEDUNDER SEPARATE SCOPES OF WORK.PROPOSED 12'-0" WIDEPOROUS ASPHALTACCESS ROADPROPOSED CROWN CASTLE50'-0"x50'-0" FENCED / LEASEDCOMPOUND W/ GRAVEL (±2,500 SQ. FT.)(SEE SHEET A-2)
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'INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless 21PROPOSED SOUTHEAST ELEVATIONPROPOSED SOUTHWEST ELEVATIONTOP OF FOUNDATIONELEV. = ±0'-6" AGLGRADE AT MONOPINEELEV. = 0'-0" AGL (±363.5' AMSL)PROPOSED CROWN CASTLEMONOPINEPROPOSED 6'-0" HIGHWOOD FENCENOTES:xTHESE DRAWINGS ARE NOT INTENDED TO BE AVERIFICATION THAT THE STRUCTURE ORMOUNTS ARE ADEQUATE TO SUPPORT THEPROPOSED LOADING. VERIFICATION THAT THESTRUCTURE AND MOUNTS CAN SUPPORT THEPROPOSED LOADING SHALL BE PERFORMED BYA REGISTERED PROFESSIONAL ENGINEERPRIOR TO CONSTRUCTION.xCONTRACTOR TO REFER TO THE STRUCTURALANALYSIS AND MOUNT ASSESSMENT ANDVERIFY LOADING WITH THE MOST RECENT RFDSPRIOR TO CONSTRUCTION.PAINT NOTExPROPOSED ANTENNAS, MOUNTS, & HARDWARETO BE PAINTED TO MATCH THE MONOPINE."LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT:THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OFTHE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGESOF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION,MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONSSHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OFTHE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBINGFACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BELIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIREROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITYTO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACTTO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITSINTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDINGEXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TOYOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TOGENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTORNOTICE TICKET.TOP OF FOUNDATIONELEV. = ±0'-6" AGLGRADE AT MONOPINEELEV. = 0'-0" AGL (±363.5' AMSL)℄ OF PROPOSED AT&T PANEL ANTENNASELEV. = ±90'-0" AGLTOP OF PROPOSED AT&T PANEL ANTENNASELEV. = ±94'-0" AGLPROPOSED CROWN CASTLEMONOPINETOP OF PROPOSED MONOPINEELEV. = ±94'-0" AGLPROPOSED AT&T ANTENNASWITH ASSOCIATED EQUIPMENTMOUNTED TO MONOPINE℄ OF PROPOSED T-MOBILE PANEL ANTENNASELEV. = ±80'-0" AGLPROPOSED T-MOBILE ANTENNASWITH ASSOCIATED EQUIPMENTMOUNTED TO MONOPINETOP OF PROPOSED MONOPINE BRANCHESELEV. = ±99'-1" AGL℄ OF FUTURE CARRIER PANEL ANTENNASELEV. = ±70'-0" AGLFUTURE CARRIER ANTENNASWITH ASSOCIATED EQUIPMENTMOUNTED TO MONOPINEPROPOSED 6'-0" HIGHWOOD FENCEEXISTINGTREE, TYP.EXISTINGTREE, TYP.PROPOSED AT&T ANTENNASWITH ASSOCIATED EQUIPMENTMOUNTED TO MONOPINEPROPOSED T-MOBILE ANTENNASWITH ASSOCIATED EQUIPMENTMOUNTED TO MONOPINEFUTURE CARRIER ANTENNASWITH ASSOCIATED EQUIPMENTMOUNTED TO MONOPINEBOTTOM OF TOWER STEELELEV. = ±0'-0" REF., ±1'-0" AGLBOTTOM OF TOWER STEELELEV. = ±0'-0" REF., ±1'-0" AGLNOTE:THE CROWN CASTLE SCOPE OF WORKINCLUDES ITEMS THAT ARE TO BEUSED BY MULTIPLE CARRIERS OR ARECALLED OUT AS "CROWN CASTLE".ITEMS CALLED OUT AS "AT&T" OR"T-MOBILE" ARE TO BE INSTALLEDUNDER SEPARATE SCOPES OF WORK.℄ OF PROPOSED AT&T PANEL ANTENNASELEV. = ±90'-0" AGLTOP OF PROPOSED AT&T PANEL ANTENNASELEV. = ±94'-0" AGLTOP OF PROPOSED MONOPINEELEV. = ±94'-0" AGL℄ OF PROPOSED T-MOBILE PANEL ANTENNASELEV. = ±80'-0" AGLTOP OF PROPOSED MONOPINE BRANCHESELEV. = ±99'-1" AGL℄ OF FUTURE CARRIER PANEL ANTENNASELEV. = ±70'-0" AGL
NOT TOSCALE1H-FRAME DETAIL3NOT USED4NOT USEDNOT TOSCALENOT TOSCALEFINISH GRADE4'-0" MAX. TO EACH POSTV.I.F.CONTRACTOR TO VERIFYOVERALL LENGTH REQUIRED TOACCOMMODATE EQUIPMENT±3' MIN.V.I.F.PLAN VIEWELEVATIONEND VIEW12"Ø PLAIN CONCRETEOR SAKRETE PIER±3' MIN.6NOT USED2NOT USEDNOT TOSCALENOT TOSCALE5NOT USEDNOT TOSCALE1-5/8" GALV. SQUARE P1000UNISTRUT RAIL (12 GA.)(TYP.) COORDINATE EXACTLOCATION IN FIELD1/2" U-BOLT (TYP.)3" DIA. SCH 40STAINLESS STEEL ORGALV. PIPE (TYP)INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless
3 HEAVY DUTY GALV. STEELGATE HINGES (TYP)PROPOSED (2)6'-0" GATESPROPOSED WOOD FENCE WITHPOST @ 6'-0" O.C. (TYPICAL)1X6 CEDAR FENCING OVER 1/2"PLYWOOD (TYP BEYOND)GALV. STEEL HASP.CONCRETE PIER#5 REBAR @ 36"LONG 2 PER TIMBERTOP OF GRANULAR"A" MATERIALPROVIDE 4" x 6" P.T. TIMBER TO RETAINWASHED CRUSHED STONE IN COMPOUND.TOP OF TIMBER SHALL BE PLACED 4"ABOVE GRANULAR "A" MATERIAL.OUTSIDE COMPOUND RAMP GRANULAR"A" MATERIAL AT 6:1 SLOPE TO TOP OFTIMBER TO MINIMIZE TRIPPING HAZARD.P.T 2x4 RAIL (TYP OR 3)SIMPSON FB24 FENCE BRACKET(TYP OF (2) EACH RAIL)1x6 CEDAR FENCE PALES NAILEDWITH (2) 1 1/2" GALV. STAPLES PERRAIL (3 RAILS PER PALE, TYP)P.T. 2x4 RAILS (TYP)P.T. 6x6 FENCE POST (TYP)CONCRETE PIER1/2" PT PLY WD SCREWED ANDGLUED TO POST AND RAILSWITH LAG @ 12" OC3--3'-6"1"4"P.T. 1x6 CEDARFENCINGP.T. 2x4 RAILP.T. 6x6 FENCEPOST (TYP)EXISTING GRADECONCRETE PIERSIMPSON FB24 FENCE BRACKET(TYP OF (2) EACH POST RAIL)PER PLANP.T. 6x6 FENCE POST (TYP)2x4 RAILSP.T. (TYP)CANT. FOR SWING CLEARANCE2x6 P.T. FENCE POST2x6 P.T. FENCE POST1/2" PT PLY WD SCREWEDAND GLUED TO POST ANDRAILS WITH LAG @ 12" OC(2) (4) HINGE CEDARGATES (SHOWN INOPEN POSITION)(4) HEAVY DUTY HINGES @ 30" O.C.SIMPSON FB24 (TYP)1x6 CEDARFENCINGHEAVY DUTY HASP &LOCK (LOCK TO BEPROVIDED BY CARRIER)2x4 RAILSP.T. (TYP)1x6 CEDARFENCINGP.T. 6x6 FENCE POST (TYP)SIMPSON FB24 (TYP)1x6 CEDAR FENCINGP.T. 2x4 RAILS (TYP)1/2" PT PLY WD SCREWEDAND GLUED TO POST ANDRAILS WITH LAG @ 12" OCINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless NOT TOSCALENOT TOSCALENOT TOSCALENOT TOSCALE5FENCE NOTES32FENCE POST1FENCENOT TOSCALE4FENCE/GATE FOUNDATIONGATE CONNECTIONNOT TOSCALE6FENCE/GATE FOUNDATIONFENCE NOTES:1. CONTRACTOR CALL BEFORE YOU DIG FOR LOCATION OF ALLUNDERGROUND SERVICES PRIOR TO CONSTRUCTION.2. ALL FENCING MATERIAL SHALL BE AS FOLLOWS:- NO. 1 CEDAR FOR:1" x 6" CEDAR SLATS STAINED AND SEALED WITH LONG TERMPROTECTOR/SEALANT, 2" x 6" RAILS, 6" x 6" POSTS, 3. HEAVY DUTYGALV SIMPSON RAIL TO POST ANCHORS, 1/2" PT PLY WOOD4. ALL NAILS AND HARDWARE TO BE GALVANIZED OR ALUMINUM.5. COLOR OF STAIN FOR FENCING MUST BE APPROVED BY THECONSTRUCTION MANAGER AND BLEND WITH EXISTINGLANDSCAPE OR ADJOINING BUILDINGS.6. PLYWOOD SHALL BE STRUCTURAL GRADE PRESSURE TREATED.7. MINIMUM CONCRETE STRENGTH SHALL BE 2,500 PSI, 5-1/2 SACKMIX AT 28 DAYS.ACOUSTICAL MATERIAL NOTES:MATERIAL OPTIONS:1-INCH THICK WOVEN POLYESTER WITH MINIMUM 1/2-INCHAIR GAP OR FURRING1.5-INCH THICK ENCAPSULATED FIBERGLASS WITHPERFORATED METAL OR WOOD LATTICE,2-INCH THICK ARPRO POROUS EPP BEAD BOARD, OR2-INCH THICK QUILTED FIBERGLASS ABSORBER (QFA-11SILICONE-COATED-FIBERGLASS-CLOTH FACED).NOTE:MARINE GRADE PLYWOOD INNER FACING SHOULD EXTEND FULLHEIGHT (7 FT) AND EXTEND TO GRADE. WHERE LOCATED OVERCONCRETE SLAB, THE FENCE SHOULD COME TO WITHIN 1/2" OF SLAB.WHERE FENCE IS OVER GRADE (GRAVEL) BRING FENCE TO GRADE.
WIDTH AS NOTEDON PLANS3 1/2" O.D. PIPEGATE POSTGATE OR END POST.REFER TO NOTE 1.1'-6"DIA.CONCRETE PIERWIDTH AS NOTEDON PLANS1'-6"DIA.CONCRETE PIERBRACE RAILGATE LATCH3'-9"4'-0"8'-0"INFINIGY FROM ZERO IOTNFIINGYthe solutions are endless NOT TOSCALEDOUBLE SWING GATENOT TOSCALENOT TOSCALEFENCING NOTESNOT TOSCALE2143NOT USEDNOT USEDFENCING NOTES1. GATE POST, CORNER, END, OR PULL POST 3" STD. (3.5" O.D.) SCHEDULE 40 XS PIPE, FOR GATE WIDTHS UP TO 6' OR 12'FOR DOUBLE SWING GATE PER ASTM-F1083.2. LINE POST: 2" (2-3/8" O.D.) 3.65LBS/LIN. FT. ASTM-F1083.3. TOP RAIL AND BRACE RAIL: 1 1/2" (1.9" O.D.) PIPE. 2.72 LBS/LIN. FT. ASTM-F1083. INSTALL BRACE AT ALL CORNERLOCATIONS AND ADJACENT TO GATES.4. GATE FRAME: 1 1/2" STD. (1.9" O.D.) PIPE. 2.72 LBS/LIN. FT. ASTM-F1083.5. FABRIC SHALL BE TWO-INCH CHAIN LINK MESH NO. 9 GAUGE (0.148") WIRE. THE FABRIC SHALL HAVE A KNUCKLEDFINISH FOR THE TOP SELVAGES. FABRIC SHALL CONFORM TO ASTM A-392 CLASS 1.6. TIE WIRE: MINIMUM 11 GAUGE GALVANIZED STEEL. PROVIDE A SINGLE WRAP OF FABRIC TIE AT POSTS, RAILS, AND ATTENSION WIRE BY HOG RINGS. MAXIMUM SPACING OF 24" O.C.7. TENSION WIRE: MINIMUM 7 GAUGE GALVANIZED STEEL.8. PROVIDE (2) SWING OUT GATES (UNLESS NOTED OTHERWISE) NO PERSONNEL GATES ARE REQUIRED (UNLESS ASDIRECTED BY THE CONSTRUCTION MANAGER). GATES SHALL BE ABLE TO LOCK.9. GATE FRAMES SHALL HAVE A FULL HEIGHT VERTICAL BRACE AND A FULL WIDTH HORIZONTAL BRACE, SECURED INPLACE BY USE OF GATE BRACE CLAMPS.10. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 180° ATTACHMENT ORAPPROVED EQUAL.11. GATE LATCH: 1 3/8" O.D. PLUNGER ROD WITH MUSHROOM TYPE CATCH.12. A 6" BY 1/2" DIAMETER EYEBOLT, TO HOLD TENSION WIRE, SHALL BE PLACED AT LINE POSTS.13. STRETCHER BARS SHALL BE 3/16" OR HAVE EQUIVALENT CROSS-SECTIONAL AREA.14. ALL POSTS SHALL HAVE A CAP.15. ALL CAPS SHALL BE MALLEABLE IRON, DOME OR ACORN SHAPED AS REQUIRED BY PIPE SIZE.16. OTHER HARDWARE MAY INCLUDE BUT NOT BE LIMITED TO TIE CLIPS, BAND CLIPS, AND TENSION BAND CLIPS.17. UNLESS NOTED OTHERWISE, ALL CHAIN LINK FENCING COMPONENTS MUST BE HOT DIPPED GALVANIZED.
2'-0"COMPACTED FILLPER UTILITY CO. REQ.UNEXCAVATED AREA4"3'-0"3'-7"SAND FILLTRENCHMATCH EXISTING SURFACEEXCAVATION / MAGNETICWARNING TAPE(1) 3"Ø CONDUIT FOR POWER& (1) 4"Ø CONDUIT FOR FIBERWITH (3) 1-1/4" INNERDUCTSINFINIGY FROM ZERO IOTNFIINGYthe solutions are endless UTILITY ROUTING PLAN116' 12' 8'16'4'22"x34" SCALE: 1/16" = 1'-0"11"x17" SCALE: 1/32" = 1'-0" 0'2NOT TOSCALETRENCH DETAIL3NOT TOSCALENOTE:REFER TO UCR FOR EACHCARRIER.PROPOSED FIBER ROUTE FROMPROPOSED TELCO VAULT BYUTILITY POLE TO PROPOSEDTELCO VAULT IN COMPOUNDPROPOSED POWER ROUTEFROM POWER P.O.C. ATUTILITY POLE TO METERBANK ON UTILITY H-FRAMEPROPOSED OVERHEADPOWER & FIBER BYUTILITY COMPANIESPROPOSED OVERHEADPOWER BY POWER COMPANYPROPOSED T-MOBILE FIBERROUTE FROM TELCO VAULTTO T-MOBILE H-FRAMEPROPOSED T-MOBILE POWERROUTE FROM METER BANKTO T-MOBILE H-FRAMEPROPOSED AT&T FIBERROUTE FROM TELCO VAULTTO AT&T H-FRAMEPROPOSED AT&T POWERROUTE FROM METER BANKTO AT&T H-FRAMEPROPOSED TELCO VAULTIN COMPOUNDPROPOSED TELCO VAULTADJACENT TO EXISTINGUTILITY POLEEXISTING UTILITYPOLE WITHCONDUIT DROPEXISTING UTILITY POLE318684-166756,PROPOSED TELCO P.O.C.EXISTING UTILITY POLE318693-166756 WITHTRANSFORMER,PROPOSED POWER P.O.C.EXISTING LIGHT POLE, TYP.EXISTING POWER ROUTENOTE:THE CROWN CASTLE SCOPE OF WORKINCLUDES ITEMS THAT ARE TO BEUSED BY MULTIPLE CARRIERS OR ARECALLED OUT AS "CROWN CASTLE".ITEMS CALLED OUT AS "AT&T" OR"T-MOBILE" ARE TO BE INSTALLEDUNDER SEPARATE SCOPES OF WORK.NOT USED
INFINIGY 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 TOSCALENOT USED34'3' 2'1' 4'22"x34" SCALE: 1/4" = 1'-0"11"x17" SCALE: 1/8" = 1'-0" 0'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.GND BAR(CIGBE)INSULATED GROUND (TYP.)#6 AWG (TYP.)#6 AWG (TYP.)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)NEARANTENNASGND BAR(CIGBE)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)NEARANTENNASGND BAR(CIGBE)ANTENNAMASTANTENNAASSOCIATEDEQUIPMENT(I.E. RRH/TMA)NEARANTENNASGND BAR(CIGBE)AT RAD CENTERWITHOUT INSULATORSPENDANTSNOTE:THE CROWN CASTLE SCOPE OF WORKINCLUDES ITEMS THAT ARE TO BEUSED BY MULTIPLE CARRIERS OR ARECALLED OUT AS "CROWN CASTLE".ITEMS CALLED OUT AS "AT&T" OR"T-MOBILE" ARE TO BE INSTALLEDUNDER SEPARATE SCOPES OF WORK.ISOLATEDGROUND RODFOR 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)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 TOSCALETYPE TATYPE VNTYPE NCTYPE SSTYPE PTTYPE VBTYPE VSTYPE VVTYPE GTTYPE GYTYPE GRTYPE GL43211324MAIN 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 BARRIERPOSTCADWELD (TYP.)GROUND RING#2 AWG BCW (TYP.)ANTENNA 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 WELDMONOPOLENOT USED