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Plans OFFICE COPY eIFFICP COP'N r RECEIVEDe• • .. .., TMobile" ;z • AUG 2 4 2020 121 W.ELECTION RD.,SUITE 330 DRAPER,UT 84020 • — CITY OF TIGARD T-MOBILE SITE NUMBER: P001316D BUSINESS UNIT #: 824674 BUILDING DIVISION CROWN T-MOBILE SITE NAME: 1-5 & HIGHWAY 217 SITE ADDRESS: 14020 SW 72ND AVE. TIGARD, OR97224 v CASTLE TOWER HEIGHT, TYPE: 98' MONOPOLE COUNTY: WASHINGTON 2055S.STEARMANDRIVE CHANDLER,AZ 85286 JURISDICTION: CITY OF TIGARD, OR T-MOBILE ANCHOR P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, SITE INFORMATION DRAWING INDEX LOCATION MAP HOUSTON,TX 77024 OFFICE 713-677-0964 e. SHEET# SHEET DESCRIPTION 9 Inspe ion Bureauest Coast Lumber Condue:,: CROWN CASTLE USA INC. tara9 Northwest T-MOBILE SITE NUMBER: SITE NAME: 1-5&HIGHWAY 217 United Food&0 The Partners Group 9 SITE ADDRESS: 14020 SW 72ND AVE. TIGARD, OR 97224 T-1 TITLE SHEET Commercial Workers 7 Pape Material Handling9 PO� 3 6 D xnlr,r zlm T-2 GENERAL NOTES O Pf Craig Jarrett: The Greenbrier TY Allstate Insurance s' Companies COUNTY: WASHINGTON T-3 GENERAL NOTES s MAP/PARCEL#: R0460003 C-1 OVERALL SITE PLAN/PARCEL MAP&SITE PLAN stowaway Hitch CIS West Vic. Se v cOCO9 i1) CROWN CASTLE B U #: AREA OF CONSTRUCTION: EXISTING pg9 Cargo Carriers sawn raSr 5 =°^ gvoy / 824674 LATITUDE: 45°25'11.37" C-2 EXISTING&FINAL EQUIPMENT LAYOUTS y CI r. Burkhart Dental Supply u+ The Collective Church - B �( LONGITUDE: -122°44'44.74" C-3 EXISTING&FILAN TOWER ELEVATIONS a isDimly s°een 9 -,;_ = I-S & HIGHWAY 21 7 a. LAT/LONG TYPE: NAD83 C-4 EXISINTG,FINAL ANTENNA PLAN&ANTENNA SCH. v $` GROUND ELEVATION: 182 AMSL a SecCE Complete 3 / C-5 EQUIPMENT SPECIFICATIONS Security solutions / SITE ADDRESS: CURRENT ZONING: - pe�Q Thrifty Supply Company 0 G ©" JURISDICTION: C-6 EQUIPMENT SPECIFICATIONS [47 14020 SW 72ND AVE. CITY OF TIGARD,OR - OCCUPANCY CLASSIFICATION: U C-7 EQUIPMENT SPECIFICATIONS a' Kr Oswego TIGARD, OR 97224 TYPE OF CONSTRUCTION: IIB C-8 RFDS PLUMBING DIAGRAM Tech ca a Apes Laboratories s �e y"ay Lake Oswego fp 3larrb eks toiA.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN 2nd tutions ¢" G-1 GROUNDING DIAGRAM �� Office Solutions 824674 HABITATION 'lye �` 9 Finlandru Sauna Products T3 9 EXISTING o. Home a-s;�m The Original Stanford G-2 GROUNDING DETAILS9 ,_ PROPERTY OWNER: IS PROPERTIES LP United Rentals Restaurant a Bar G-3 GROUNDING DETAILSr, ( 9HI MONOPOLE Crawl `Plaza p Gearhead Garage 9 D,t ,) Jackscns Food Stores Poniard Lake Oswego ,,, 9 U.S Bank Branch TOWER OWNER: CROWN CASTLE USA,INC. H ISSUED FOR: 4 1505 WESTLAKE AVE NORTH,SUITE 800 Creative Home 9 p� 9 Poly Cast 7 Hiva Gorden innSEATTLE,WA 98109 Remodeling Y TVT Die Casting p rtlat2l'Lake 'swegc REV DATE DRWN DESCRIPTION DES./QA &Manufacturing A 07/21/20 JAH PRELIMINARY CW CARRIER/APPLICANT: T-MOBILE Williams Controls ' 8960 ALDERWOOD ROAD 9 9CI eG d-nnauat 0 08/12/20 JAH FINAL SA APPROVALS West Side Moving " DO South West PORTLAND,OR 97220 &Storage Contract 9 ` Meadows Read Parking 9 Pike Awning 9 Furnishings Martft Ficer'rg store t'h,etr . Z ai Bas 1 ELECTRIC PROVIDER: PORTLAND GENERAL ELECTRIC 9 Gerber Gear At.CT.,sa w ,r TELCO PROVIDER: GTE APPROVAL SIGNATURE DATE 81103 NOT TO SCALE T Q Q11 rucOUSt WO i PROJECT MGR T-MOBILE RF ENG. SITE ACQUISITION PROJECT DESCRIPTION APPLICABLE CODES/REFERENCE DOCUMENTS CONSTRUCTION MGR. THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES-NOTHING SITE OWNER WIRELESS FACILITY. IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: PROJECT TEAM T-MOBILE DEVELOP.MGR. TOWER SCOPE OF WORK: A&E FIRM: P.MARSHALL ASSOCIATES,& LLC INSTALL(3)ANTENNAS CODE TYPE CODE 6801 &ST R.STE 00 T-MOBILE CONST.MGR. INSTALL(1)HCS 2.0 J-BOX W/BREAKOUT PENDANT BUILDING 2019 OREGON STRUCTURAL SPECIALTY CODE(2018 IBC/2018 IFC) HOUSTON,TX 77024 INSTALL(1)1-1/2"HCS CABLE MECHANICAL 2019 OREGON MECHANICAL SPECIALTY CODE(2018 IBC/2018 IFGC) ELECTRICAL 2017 OREGON ELECTRICAL SPECIALTY CODE(2017 NFPA 70/2017 NEC) 713-677-0964 T-MOBILE OPS MGR. ef7Li GROUND SCOPE OF WORK: 'sulk CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH,SUITE 800 T-MOBILE REGULATORY REV. INSTALL(1)HCS 2.0 J-BOX INC.DISTRICT SEATTLE,WA 98109 HPL3 CABINET: CONTACTS: TALLISSA FUGATE-PERMITTING T-MOBILE PROJECT MGR. REMOVE(1)CSR 7210 ROUTERADA COMPLIANCE:TALISSA.FUGATECo?CROWNCASTLE.COM INSTALL(1)CSR IXRE ROUTER INSTALL(1)ASIK INSTALLATION IS UNMANNED/NOT FOR HUMAN HABITATION.HANDICAP %W1 tC•,MI-0 602-845-1719 T-MOBILE PERMITTING INSTALL(1)ASIB INSTALL(1) ACCESS IS NOT REQUIRED PER A.D.A. EXPIRES.6/30/2022 KIM NICKOLS-A&E SPECIALIST ABIA KIM.NICKOLS@CROWNCASTLE.COM INSTALL(3)ABIC IT IS A VIOLATION OF LAW FOR ANY PERSON, (972)374-4269 THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE INSTALL(3)ABIL UNLESS THEY ARE ACTING UNDER THE DIRECTION DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED OF A LICENSED PROFESSIONAL ENGINEER, • WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL REFERENCE DOCUMENTS: TO ALTER THIS DOCUMENT. ENGINEER OF CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE DESIGN PACKAGE BASED ON T-MOBILE RFDS: RECORD: P.MARSHALL&ASSOCIATES,LLC LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND SITE ID:P001316D PM&A PROJECT NUMBER: 6801 PORTWEST DR.STE 100 MODIFICATIONS THEY MAY IMPOSE. VERSION:6 P 20CT7-027 HOUSTON,TX 77024 DATE:06-17-2020 CHAD WILHOIT CALL OREGON ONE CALL 713-677-0964 DESIGN PACKAGE BASED ON CROWN APPLICATION. (800)332-2344 811 SHEET NUMBER: REVISION: ORDER ID:525668 � CALL 3 WORKING DAYS ..110) T.._ 1 A REVISION:0 BEFORE EFORE YOU DIG! lib:, V a- I ' 1 i 1 CROWN CASTLE USA INC.SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS SHALL APPLY • NOTICE TO PROCEED-NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC.WRITTEN NOTICE TO PROCEED(NTP)AND THE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION I. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC AND ALL APPLICABLE ISSUANCE OF A PURCHASE ORDER.PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN CASTLE USA INC.NOC AT CARRIER: T-MOBILE FEDERAL,STATE,AND LOCAL CODES/ORDINANCES. TiMobile Il 800-788-7011&THE CROWN CASTLE USA INC.CONSTRUCTION MANAGER. TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC.CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND 2. "LOOK UP--CROWN CASTLE USA INC.SAFETY CLIMB REQUIREMENT: 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPIE IENESS NORMALLY EXERCISED UNDER TRIP HAZARDS ARE ELIMINATED. THE INTEGRITY OF THE SAFETY COMB AND ALL COMPONENTS OF THE COMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES.IT IS ASSUMED THAT THE WORK DEPICTED WILL BE 3. WIRING,RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. DESIGN,INSTALLATION,AND INSPECTION.TOWER MODIFICATION,MOUNT REINFORCEMENTS,AND/OR EQUIPMENT INSTALLATIONS SHALL PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CUMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE,AS NOT EVERY CONDITION OR ELEMENT IS 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL,AND SHALL CONFORM TO REQUIREMENT OF 121 W.ELECTION RD.,SUITE 330 STRUCTURE.THIS SHALL INCLUDE,BUT NOT BE LIMITED TO:PINCHING OF THE WIRE ROPE,BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, (OR CAN BE)EXPLICITLY SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE THE NATIONAL ELECTRICAL CODE. DRAPER,UT 84020 DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR,IMPACT TO THE ANCHORAGE POINTS IN FOR MISCELLANEOUS WORK NOT EXPUCITLY SHOWN. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT ANY WAY,OR TO IMPEDE/BLOCK ITS INTENDED USE.ANY COMPROMISED SAFETY CLIMB,INCLUDING EXISTING CONDITIONS MUST BE 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION.THE CURRENT TO WHICH THEY ARE SUBJECTED.20,000 AIC MINIMUM.VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA INC.POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES. RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE AND CONTRACTOR NOTICE TICKET. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION.SUCH GOVERNING JURISDICTION. ALLREQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED.THIS INCLUDES BUT IS NOT UMITED TO, MEASURES SHALL INCLUDE,BUT NOT BE UMITED TO,BRACING,FORMWORK,SHORING.ETC.SITE VISITS BY THE ENGINEER OR HIS 5. EACH END OF EVERY POWER PHASE CONDUCTOR,GROUNDING CONDUCTOR.AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED /C `/•�//A' 3. PRIOR TO THE START OF CONSTRUCTION, R QUREPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND,1/2"PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL). \�RO r , BUILDING.ELECTRICAL.MECHANICAL,FIRE,FLOOD ZONE.ENVIRONMENTAL AND ZONING.AFTER ONSITE ACTIVITIES AND CONSTRUCTION 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.WHERE NO THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. ARE COMPLETED,ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. DETAILS ARE SHOWN,CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT,AND/OR AS PROVIDED FOR IN THE 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE,PHASE 4. ALL CONSTRUCTION MEANS AND METHODS;INCLUDING BUT NOT LIMITED TO,ERECTION PLANS,RIGGING PLANS,CLIMBING PLANS,AND CONTRACT DOCUMENTS.WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS.GENERAL NOTES,AND SPECIFICATIONS,THE GREATER, CONFIGURATION,WIRE CONFIGURATION,POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS(i.e.PANEL BOARD AND ^.•t CASTLE .a RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED MORE STRICT REQUIREMENTS,SHALL GOVERN.IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. CIRCUIT ID'S). HEREIN.AND SHALL MEET ANSI/ABBE A10.48(LATEST EDITION);FEDERAL,STATE,AND LOCAL REGULATIONS;AND ANY APPLICABLE INDUSTRY 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE 7. PANEL BOARDS(ID NUMBERS)SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 2055 S.STEARMAN DRIVE CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED.ALL RIGGING PLANS SHALL ADHERE TOANSI/ABBE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY 8. ALL TB WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. Al0.48(LATEST EDITION)AND CROWN CASTLE USA INC.STANDARD CED-STD-10253.INCLUDING THE REQUIRED INVOLVEMENT OF A THE DIMENSIONS,MEASUREMENTS.AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR(414 OR LARGER)WITH CHANDLER,AZ 85286 QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION,TO CERTIFY THE SUPPORTING STRUCTURE(S)IN ACCORDANCE WITH ANSI/TIA-322 OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS.IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE TYPE THHW,THWN,THWN-2,XHHW.XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. (LATEST EDITION). CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR(#6 OR LARGER)WITH TYPE 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068'INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN CASTLE USA INC. 6. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMIUARIZE WITH THE EXISTING CONDITIONS THHW,THWN,THWN-2,XHHW,XHHW-2,THW.THW-2,RHW.OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. TOWER SITE'AND LATEST VERSION OF ANSI/11A-1019-A-2012'STANDARD FOR INSTALLATION,ALTERATION,AND MAINTENANCE OF ANTENNA AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR,TYPE SOOW CORD(H 14 OR LARGER)UNLESS ID • SUPPORTING STRUCTURES AND ANTENNAS." SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. OTHERWISE SPECIFIED. &IL 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR,TYPE TC CABLE(#14 OR LARGER),WITH TYPE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC.PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS THHW,THWN,THWN-2,XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.ALL WORK CARRIED OUT SHALL COMPLY 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS P.MARSHALL&ASSOCIATES ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES,REGULATIONS WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND (OR EQUAL).LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75°C(90°C IF AVAILABLE). AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.ALL WORK CARRIED OUT SHALL COMPLY APPLICABLE REGULATIONS. 14. RACEWAY AND CABLE TRAY SHALL BE USTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL ANSI/IEEE AND NEC. 6801 PORTWEST DR.STE 100, WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND 8. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO 15. ELECTRICAL METALLIC TUBING(EMT),INTERMEDIATE METAL CONDUIT(IMC),OR RIGID METAL CONDUIT(RMC)SHALL BE USED FOR HOUSTON,TX 77024 APPLICABLE REGULATIONS. COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. EXPOSED INDOOR LOCATIONS. OFFICE 713-677-0964 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS 16. ELECTRICAL METALLIC TUBING(EMT)OR METAL-CLAD CABLE(MC)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SPECIFICALLY STATED OTHERWISE. SPECIFICALLY STATED OTHERWISE. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE PVC CONDUIT. 10. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER(MTIES WHERE ENCOUNTERED IN THE WORK,SHALL BE PROTECTED ATALL INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. 18. UQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION OCCURS OR T-MOBILE SITE NUMBER: TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR.EXTREME 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER,AND TELCO FLEXIBILITY IS NEEDED. P OO 131E D CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITES.CONTRACTOR SHALL AND FOR GROUNDING CABLES AS SHOWN IN THE POWER,TELCO.AND GROUNDING PLAN DRAWINGS. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SET SCREW PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY DAMAGED PART CTTINGS ARE NOT ACCEPTABLE. C)ELECTRICAL SAFETY D)TRENCHING AND EXCAVATION E)CONSTRUCTION SAFETY PROCEDURES. SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 20. CABINETS,BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE AND THE NEC. 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIRCATIONS.LATEST APPROVED 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARDS FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. SLOTTED OLD SPECMATE WIREWAY). CROWN CASTLE D I I Jl. REVISION. 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER IPANDUIT TYPE E OR EQUAL). J L L U V tY 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND TRASH AT THE COMPLETION OF THE WORK. 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS.EXPLOSIVE DEVICES(i.e. 824674 IF NECESSARY.RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. POWDER-ACTUATED)FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED.CLOSELY FOLLOW THE UNES OF THE STRUCTURE, 13. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND REMOVED AND/OR CAPPED.PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. 1-5 & HIGHWAY 21 7 WORK,SUBJECT TO THE APPROVAL OF CONTRACTOR.TOWER OWNER.CROWN CASTLE USA INC.,AND/OR LOCAL UTILITIES. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS.ENDS 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE,PLASTER OR DIRT FROM ENTERING. LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT,ROOMS,AND SHELTERS. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. IRON LOCKNUT ON OUTSIDE AND INSIDE. SITE ADDRESS: 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 24. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR DRIVEWAY,SHALL BE ` SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1(OR BETTER)FOR INTERIOR LOCATIONS AND NEMA 3R(OR BETTER)FOR EXTERIOR 14020 SW 7 2 N D AVE. GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT 7 J LOCATIONS. - SHALL MEET OR SPECIFICATIONS. 1 25 EXCEED UL SP4A AND NEMA OS 1. METAL RECETACLE,SWITCHDAND1 BE RATED NEMA BOXES SHALLCE a(OR BETTER)FOR INNTER OR LOC➢ONSRO AND OWEATHER PROTECTED(WP OR T I G A R D, O R 9 7224 8. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF REQUIRED BETTER)FOR EXTERIOR LOCATIONS. DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL CONCRETE,FOUNDATIONS,AND REINFORCING STEEL: 26. NONMETALLIC RECEPTACLE SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2(NEWEST REVISION)AND BE RATED NEMA 1 9. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY DAMAGED PART (OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR BETTER)FOR EXTERIOR LOCATIONS. SHALL BE REPAIRED Al CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. EXISTING 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336,ASTM A184.ASTM A185 AND THE DESIGN AND BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. _ FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH 98' MONOPOLE 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 2. UNLESS NOTED OTHERWISE,SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(fc)OF 3000 psi AT 26 DAYS,UNLESS NOTED OTHERWISE.NO MORE THAN 29, INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW"I-MOBILE'. ANY FILL OR EMBANKMENT. 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD.TEMPERATURE OF 30 ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. \ CONCRETE SHALL NOT EXCEED 901 AT TIME OF PLACEMENT. ISSUED FOR: 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES.AMOUNT OF AIR ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE(VERY SEVERE).CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM REV DATE DRWN DESCRIPTION DES./QA WATER-TO-CEMENT RATIO(W/C)OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615.ALL WELDED WIRE FABRIC(WWF)SHALL CONFORM TO ASTM A185.ALL SPLICES A 07/21/20 JAH PRELIMINARY CW SHALL BE CLASS"B"TENSION SPLICES,UNLESS NOTED OTHERWISE.ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS,UNLESS NOTED OTHERWISE.YIELD STRENGTH(Fy)OF STANDARD DEFORMED BARS AREAS FOLLOWS: 0 08/12/20 JAH FINAL SA #4 BARS AND SMALLER 40 ksi #5 BARS AND LARGER 60 ksi 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2' #5 BARS AND SMALLER 1-1/7' CONDUCTOR COLOR CODE CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLAB AND WALLS 3/4" SYSTEM CONDUCTOR COLOR BEAMS AND COLUMNS 1-1/7' A PHASE BLACK 7. A TOOLED EDGE OR A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNLESS NOTED OTHERWISE,IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 120/240V 10 B PHASE RED NEUTRAL WHITE GROUND GREEN A PHASE BLACK B PHASE RED 120/208V,30 C PHASE BLUE NEUTRAL WHITE GREENFIELD GROUNDING NOTES: GROUND GREEN 1. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION.RADIO,LIGHTNING PROTECTION AND AC POWER GES'S)SHALL BE BONDED TOGETHER AT OR BELOW GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. A PHASE BROWN 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND 81)FOR GROUND ELECTRODE SYSTEMS,THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 ORANGE OR B PHASE OHMS OR LESS. PURPLE 3. THE CONTRACTORSRESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AST PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGET THE CONDUIT ANDPR VIDE TESTING RESULTS. 277/480v,30 C PHASE YELLOW 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH#6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR.STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC.SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. NEUTRAL GREY 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,#6 STRANDED COPPER OR LARGER FOR INDOOR BTS;#2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. GROUND GREEN 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. POS(+) RED** 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE#2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. DC VOLTAGE 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. NEG(-) BLACK". • 10. USE OF 90°BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45°BENDS CAN BE ADEQUATELY SUPPORTED. •SEE NEC 210.5(C)(1)AND(2) ALN• 1. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ••POLARITY MARKED AT TERMINATION �F 12. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR AND EXTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS. EXPIRES:6/30/2022 3. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 4. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. > R IS A VIOLATION OF LAW FOR ANY PERSON, 5. APPROVED ANTIOXIDANT COATINGS(i.e.CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. UNLESS THEY ARE ACTING UNDER THE DIRECTION 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. ABBREVIATIONS: OF A UCENSED PROFESSIONAL ENGINEER, ', 7. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES.FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. TO ALTER THIS DOCUMENT. 8. BOND ALL METALLIC OBJECTS WITHIN 6 fT OF MAIN GROUND RING WITH(I)#2 BARE SOUD TINNED COPPER GROUND CONDUCTOR. ANT ANTENNA OTY QUANTITY 9. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR SLEEVES THROUGH (E) EXISTING RECT RECTIFIER WALLS OR FLOORS.WHEN IT t5 REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(i.e.,NONMETALLIC CONDUIT HE FACILITY INTERFACE FRAME RBS RADIO BASE STATION PM&A PROJECT NUMBER: PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. GEN GENERATOR RET REMOTE ELECTRIC TILT 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE#2 BARE SOLID TINNED COPPER IN 3/4"NON-METALLIC,FLEXIBLE CONDUIT FROM 24"BELOW GRADE TO WITHIN 3"TO 6"OF CAD-WELD TERMINATION POINT.THE EXPOSED END OF THE CONDUIT MUST BE GPS GLOBAL POSITIONING SYSTEM REDS RADIO FREQUENCY DATA SHEET 20CT7-027 SEALED WITH SILICONE CAULK.(ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). GSM GLOBAL SYSTEM FOR MOBILE RRH REMOTE RADIO HEAD ` 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP,TOWERS,AND WATER TOWERS GROUNDING RING,TO THE EXISTING GROUNDING SYSTEM,THE RRU REMOTE RADIO UNIT LTE LONG TERM EVOLUTION GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER.ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM,THE BUILDING STEEL COLUMNS,LIGHTNING PROTECTION SYSTEM,AND BUILDING MAIN WATER LINE(FERROUS OR MGB MASTER GROUND BAR SIAD SMART INTEGRATED DEVICE SHEET NUMBER: .- REVISION: NONFERROUS METAL PIPING ONLY). MW MICROWAVE TMA TOWER MOUNTED AMPLIFIER TYPL IN) NEW UM UNIVERS NEC NATIONAL ELECTRIC CODE UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM (PJ PROPOSED W.P. WORK POINT T_.2 A PP POWER PLANT r/ r i 1 SPECIAL INSPECTION NOTES: TABLE N5.6-1 ; INSPECTION TASKS PRIOR TO BOLTING: •IrF • •Mobile is 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR,APPROVED BY CARRIER INSPECTION TASKS PRIOR TO BOLTING QC QA AND THE LOCAL JURISDICTION,AS REQUIRED BY IBC SECTION 1704 AND 1705 FOR THE FOLLOWING: 121 W.ELECTION RD.,SUITE 330 A. STRUCTURAL STEEL: MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P DRAPER,UT 84020 i.ALL HIGH STRENGTH BOLT INSTALLATIONS;BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1,N5.6-2,AND N5.6-3 PER AISC 360-10. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS ii.FIELD WELDING(IF UTILIZED). O 0 "" , CROWN B. BOLTS AND ANCHORS IN CONCRETE: PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE,BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) O O CASTLE I.RETROFIT ANCHORS IN CONCRETE(ASHESIVE/EPDXY,EXPANSION,WEDGE,OR SCREW TYPE ANCHORS):INSPECT SIZE,LENGTH, AJ CLEANLINESS,AND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL C. CONCRETE CONSTRUCTION: O 0 2055 S.SIEARMAN DRIVE i.VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC SECTION 1705,TABLE 1705.3. CHANDLER,AZ 85286 CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE PAYING SURFACE CONDITION&HOLE PREPARATION,IF SPECIFIED,MEET 2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS. O O APPLICABLE REQUIREMENTS 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER,ARCHITECT,STRUCTURAL ENGINEER,CONTRACTOR, PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES 1 ; AND BUILDING OFFICIAL. AND METHODS USED P 0 4. CONTINUOUS THIRD PARTY SPECIAL INSPECTION REQUIRED FOR ALL BELZONA 1111 MOUNTED PLATES AND HARDWARE. PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS,AND OTHER FASTENER COMPONENTS 0 0 P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, TABLE N5.6-2; INSPECTION TASKS DURING BOLTING: HOUSTON,TX 77024 OFFICE 713-677-0964 INSPECTION OF HIGH-STRENGTH BOLTING (PER AISC 360-10, SECTION N5): INSPECTION TASKS DURING BOLTING QC QA T-MOBILE SITE NUMBER: FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL HOLES AND WASHERS(IF REQUIRED)ARE POSITIONED AS 0 0 PO01316D OBSERVATION OF BOLTING OPERATIONS SHALL BE THE PRIMARY METHOD USED TO CONFIRM THAT THE MATERIALS,PROCEDURES AND REQUIRED WORKMANSHIP INCORPORATED IN CONSTRUCTION ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND THE PROVISIONS OF THE JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION RCSC SPECIFICATION. 0 0 CROWN CASTLE BU #: 1. FOR SNUG-TIGHT JOINTS,PRE-INSTALLATION VERIFICATION TESTING AS SPECIFIED IN TABLE N5.6-1 AND MONITORING OF THE INSTALLATION FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O 0 824674 PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE.THE QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS IN SNUG-TIGHT JOINTS. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,PROGRESSING SYSTEMATICALLY FROM THE O 0 1-5 & HIGHWAY 21 7 2. FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE TURN-OF-NUT METHOD WITH MATCHMARKING MOST RIGID POINT TOWARD THE FREE EDGES TECHNIPRETENSIONING SIUES,THE PRO EDURESISSHALLBEASSOR METHOD,ECI EDIINTOR THE ABLEN 6-2TOFF-TYPE EQCIANDOAN CONTROL EEEDNOTBEOLT PR SENTDURONT RING OF EINSALLLATOLT NOF TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING: SITE ADDRESS: FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. 1 4020 SW 72 N D AVE. - 3. FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE CALIBRATED WRENCH METHOD OR THE TURN-OF-NUT INSPECTION TASKS AFTER BOLTING QC QA T I GA R D, OR 97224 METHOD WITHOUT MATCHMARKING,MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2.THE QCI DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS AND QAI SHALL BE ENGAGED IN THEIR ASSIGNED INSPECTION DUTIES DURING INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY P P THE INSTALLER. - EXISTING AS A MINIMUM,BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1,N5.6-2 AND N5.6-3.IN THESE TABLES,THE INSPECTION TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING: 98' MONOPOLE TASKS ARE AS FOLLOWS: STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE;STRUCTURE HEIGHT>75'PER IBC 1704.5.1 0 - OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. ISSUED FOR: P-PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. REV DATE DRWN DESCRIPTION DES./QA QC-QUALITY CONTROL TASKS TO BE PERFORMED BY STEEL FABRICATOR OR ERECTOR A 07/21/20 JAM PRELIMINARY CW QA-QUALITY ASSURANCE TASKS TO BE PERFORMED BY A SPECIAL INSPECTION AGENCY OR INDIVIDUALS DEFINED BY AWS B5.1,OR INDIVIDUALS 0 08/12/20 AH FINAL SA QUALIFIED UNDER THE PROVISIONS OF AWS D1.1/D1.1M SUBCLAUSE 6.1.4 iii wit"-AVM EXPIRES:6/30/2022 IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 20CT7-027 SHEET NUMBER: ' REVISION: 1-3 A ' r r 1 • NOTESITE: �J/��.p' P THIS RM PLAN HAS VIDE PRODUCEDYW USINGC • . ®�.■®�� ■ INFORMATION PROVIDED BY CROWN CASTLE. j, I 121 W.ELECTION RD.,SUITE 330 DRAPER,UT 84020 C CROWN \ ,,,,, CASTLE • 2055 S.STEARMAN DRIVE \ CHANDLER,AZ 85286 2S CI,DD.&S600 • •f�',.. . P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, HOUSTON,TX 77024 OFFICE 713-677-0964 T-MOBILE SITE NUMBER: SEE SHEET C-1,DETAIL2 ``\ FOR ENLARGED PLAN P00131 6D (EI CROWNCOMPOUND CASTLE \ (E)T-MOBILE r� ^, H-FRAME FRAME CROWN CASTLE BU #: (E)T-MOBILE— T \ ICE BRIDGE 28-0 FE CE(TYPI)K 824674 (COMPOUND AREA) 1-5 & HIGHWAY 21 7 ^ONOPOLE • ss -�-- ---- - - -. -. -.� SITE ADDRESS: E)T-MOBILE 1 Ts EMPTY 14020 SW 72ND AVE. \ s'a'xs'-0 EQUIPMENT PAD .� r� (E)98'-0"MONOOPOLE 1 I PAD I t,WER �"'r rrc—T I (Ef T-MOBILE TIGARD, OR 97224 ss l' f t'/ -, r + +T+T EQUIPMENT PAD \ Q m b EXISTING • -3 + + 98' MONOPOLE o O I I \r (E)UTILIIYFRAME ---� m ISSUED FOR: `\ e I I REV DATE DRWN DESCRIPTION DES./QA A 07/21/20 JAH PRELIMINARY CW rr\ 0 08/12/20 JAH HNAL SA rr T-2' 3'-IO" 7-T' 7'-4" 12-0^ SA" 2'-4' \ (GATE) ` (El ACCESS GATE \ r r \ 11\ r 1 \ ti F .________________________________________________ /104,„„,..4 Air 2S'.-2AA0030.i I EXPIRES:6/30/2022 IT LS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: NOTE: 20CT7-027 PROPERTY LINES ANS STRUCTURES HAVE BEEN ' SHEET NUMBER: REVISION: DIGITIZED FROM PERVIOUS PLAN SETS OR FROM OVERALL SITE PLAN/PARCEL MAP � ry ASSESSOR MAPS.PM&A.LLC.HAS NOT SITE PLAN C_OnI�IpIIN�NI�IIh` COMPLETEDASITESURVEYANDTHEREFORE2 .,,Il ��II, SCALE: 30o1FULSXE) © MAKESNOCAIMSASTOTHEACCURACYOF SCALE: =3o'a'tF�uvzel v 30' 15' 0 30 1,60'-0"11z1] INFORMATION DEPICTED ON iHI$$HEET. 30' IS' 0 30' 60'V'(I ixi] ..a,.,,.-....m:.. �.--,........�:...n. _..,Y� .r+,ct•.c+ '...^.�s+_,..^ws-mow.._.._.. -.„...�+.._.... _. .-.,_..... r-......�._,.� -,...z�....s._..�.-...,.� ..-e-....e-e-..�...:�.-K,...-..<....-...-._�-.,.-.....-.,....-.....-...-......a... �w.c.,....�.c-.: .�'^.t-..cx--..._ �...�..,.-.:. .. �.a:,-+iw-.aye-.cs-.'...._-�w..-+v�a a�:,...... � ���w'w,"*.^ C_.,_w.;_. ,,,,.3':"KT ^:-••.»aw'�w.,-`ti€r�.'wY'^.-.R-"...."�+.�'-: -m'+�T.^:�'*k'k^Li r FINAL RAN SECTION(HPL3): NOTE: EXISTING(TO BE REMOVED FROM HPL3 CABINET): THIS SHEET HAS BEEN PRODUCED USING •• • .Mobile •(1)CSR 7210 ROUTER INFORMATION PROVIDED BY CROWN WN CASTLE. PROPOSED(TO BE INSTALLED IN HPL3 CABINET): GC SHALL FIELD VERFY EXISTING CONDITIONS •(2)PSU 4813 AND ADJUST PROPOSED EQUIPMENT LOCATIONS AS NECESSARY. •(I)ASIK UNIT •(1)ASIB UNIT 121 W.ELECTION RD.,SUITE 330 •(1)ABTA UNIT •(3)ARIL UNITS DRAPER,UT 84020 •(3)ABIC UNITS - - - - - --- , - AMIA AIRSCALE SUBRACK HOUSES UP TO(2)ASI(x)UNITS &(6)ABI(x)UNITS. CROWN `,,, CASTLE 2055 S.STEARMAN DRIVE CHANDLER,AZ 85286 II ' ,,,,IRFAA' P.MARSHALL&ASSOCIATES (E)(1)T-MOBILE HCS 2.0 6801 PORTWEST DR.STE 100, GROUND 1-BOX HOUSTON,TX 77024 (E)(1)T-MORILE HCS 2.0 (P)(HT-MOBILE HCS 2.0 FIBER (P))1)T-MOBILE HCS 2.0 OFFICE 713-677-0964 (E)(1)HdOBILE HCS 2.0 GROUND J-BOX (E)(1)T-MOBILE HCS 2.0 CABLES(125 LF)TO BE GROUND J-BOX ` FIBER CABLES(125 LEI ABER CABLES(125 LF) ADDED:CABLE ROUTE TO TO BE ADDED FOLLOW(E)CABLE ROUTE T-MOBILE SITE NUMBER: P001316D 14'-0"± „• 14-0± (E)T-MOBILE (E)T-MOBILE --- HFRAME FRAME H-FRAME OWBU #: Fr 1 — } / / AME i� 824674 HIGHWAY - I °-t- i I -- -t- -t- I -t- I 1 t t I I-5 & Y 21 7 r v r L I ! ` EEQUIPMEBNTEPADI ( I SITE ADDRESS: -- I :--1- -I- - -I- I -I- i -r- -I- ---I-- -4- -a- -I-- -I- 1 -t- I I _ L 14020 SW 72 N D AVE. ®I lI \ I— =I o TIGARD, OR 97224 ' ICE BRIDGE 9 I (E)T-MOBILE N EXISTING ICE BRIDGE I -_I (E)T-MOBILE DELTA HPL3 - - --I- J Q Q I 7 CABINET TO REMAIN (E)T-MOBILE DELTA LB3 C (E)T-MOBILE DELTACABINET (CggIryE7 yy�D)BATTERY ` /8' MONOPOLE _',q ' 1I 0 CABINET W/(4)BATTERY 4 �J • m I C=7+ STRINGS TO REMAIN m STRINGS (E)T-MOBILE(1)CUR 7210 ROUTER I I I__ ___ CI CIISSUED FOR: TO BE REMOVED FROM HPL3 CABINET IMB ©I IC) 0I I ' , REV DATE DRWN DESCRIPTION DES./QA ,ir -'7' /� �/ �y T A 07/21/20 JAH PRELIMINARY CW ' i � I� `Y I j I 0 08/12/20 JAH FINAL $A J (E)T-MOBILE (E)i-MOBILE j PPC/TELCO PPC/TELCO jM CABINET W/ q CABINET W/ Iq POWERRE M IN POWER METER j^ ' TO REMAIN e'r U I INSTALL IN HPL3: :1 U. V (1)CSR IXRE ROUTERU I it _..- i it % J. (1)ABIA (3)ABIC I T-0"± j' I 17'-0"-E11 I-. (3)ABIL I �i ----_J L-""" I (E)CHAIN-LINK FENCE(TYP.) (E)ACCESS GATE a r. � - woo PI)" EXPIRES:6/30/2022 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT • PM&A PROJECT NUMBER: 20CT7-027 Alb SHEET NUMBER: ' REVISION:— EQUIPMENT LAYOUT PLAN mll VIIuIi01�,. _ EXSCISTING EQUIPMENT LAYOUT3/4�-0"�ULLvzEI IIIIII�Ii© SCALE: .� 3/4"-1'a'(FULLSIZEI Mr C 2 ` 1' 6" 0 I' 3/g'�t'-0'II1z17) l 6 0 I' 3/B"=I'-0"(tlzl 11 J �^w.'^•'°:,,.+:»_,g+.'^....-^m'°+,we`,,-",tiTMw'Tw,'%:^w`+'vt�*,.^"^+.`^z^v'^..'^.,"?�,:.�,4.z+.'ti.4'.+,',-.1:. •,:,'^�+.:^.^a'�+...TM-n i NOTES: 1, THE PROJECT CM/PM TO VERIFY ANY REQUIRED T Mobile PAINTING REQUIREMENTS FOR PROPOSED TOWER, (E)TOWER LIGHTING ROD ANTENNAS,ANCILLARY EQUIPMENT,CABLES AND (E)TOWER UGHTING ROD ■ ■ . ■ ■ HARDWARE PRIOR TO ORDERING/INSTALLING (E)TOWER LIGHTING SYSTEM EQUIPMENT (E)TOWER LIGHTING SYSTEM (E)T-MOBILE PLATFORM MOUNT (E)T-MOBILE PLATFORM MOUNT 21 W.ELECTION RD.,SUITE 330 TO REMAIN (I TOTAL) DRAPER,UT 84020 I'a HEIGHT OF STRUCTURE Il i VI A T-MOBILE RAD CENTER A HEIGHT OF STRUCTURE Il i : IA T-MOBILE RAD CENTER h ELEV.98-0" [ ',�� ELEV.98-0" I Y ELEV.=700'-0' �- ELEV.=100'-0" CROWN I-MOBILE EQUIPMENT: 1-MOBILE EQUIPMEN I. 05:46 CASTLE (E)T-MOBILE ANTENNA TO ANTENNA CL:100' ANTENNA CL:100 (E)T-MOBILE ANTENNA 2055 S.STEARMAN DRIVE REMAIN(3TOTA41 PER SECTOR) NA MOUNT CL:98' MOUNT CL:98' (3TOTAL,I PER SECTOR) (3TOMTAO&P SECTOR)ANN IU AZ 85286 P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, HOUSTON,TX 77024 OFFICE 713-677-0964 T-MOBILE SITE NUMBER: P001316D CROWN CASTLE BU #: 824674 1-5 & HIGHWAY 21 7 SITE ADDRESS: 14020 SW 72ND AVE. _ TIGARD, OR 97224 p EXISTING —(E)98'-0"MONOPOLE 7(gy8' MONOPOLE ISSUED FOR: )E)T-MOBILE(1)HCS 2.0 )E)T-MOBILE(1)HCS 2.0 )P)T-MOBILE(1)HCS 2.0 REV DATE DRWN DESCRIPTION DES./QA TRUNK CABLE(125 LF) TRUNK CABLE(125 LF) TRUNK CABLE(125 LF) A 07/21/20 JAH PRELIMINARY CW TO REMAIN 0 08/12/20 JAH FINAL SA [ b I ItI I MOUNT ANALYSIS NOTES: .t'm EXISTING GRADE y�7'/7- EXISTING GRADE ELEV.O_0.. \ 7/ `�� ELEV.O.-0„ \ . y , �\ �\ 7/\ 14 y�/\y)Y / / �, HE DESIGN DEPICTED IN THESE DRAWINGS IS VALID / \ �\ .\ \ \; WHEN ACCOMPANIED BY A CORRESPONDING PASSING \� \ \//\� /J / �T(�/� / \ \ MOUNT ANALYSIS �\f�1\ '� /\ .0 \\ II ,�► \ 2. CONSTRUCTION MANAGER/GENERAL CONTRACTOR \J/` ] SHALL REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR TO INSTALLATION. L ie. , ;La• 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR 1t" ., . MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. "LOOK UP"-CROWN CASTLE USA INC., EXPIRES:6/30/2022 SAFETY CUMB REQUIREMENT: THE INTEGRITY OF THE SAFETY COMB AND ALL COMPONENTS IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ROF P UNDER THE DIRECTION ALL STAGES OF DESIGN.INSTALLATION,AND INSPECTION. OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. TOWER MODIFICATION.MOUNT REINFORCEMENTS,AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE '6 INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY PM&A PROJECT NUMBER: COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE.. 0 _OL THIS SHALL INCLUDE,BUT NOT BE LIMITED TO:PINCHING OF THE WIRE ROPE.BENDING OF THE WIRE ROPE FROM ITS SUPPORTS.DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR.IMPACT SHEET NUMBER: r REVISION: TO THE ANCHORAGE POINTS IN ANY WAY,OR TO O EXISTING TOWER ELEVATION IMPEDE/BLOCK ITS INTENDED USE.ANY COMPROMISED CD SCALE: TOWER ELEVATION C A SAFETY COMB,INCLUDING EXISTING CONDITIONS MUST BE SCALE .m,m.3 : I/8'=PQ(FULL WE) TAGGED OUT AND REPORTED TO YOUR CROWN CASTLE USA SCALE: I ® `® — I 1/8 04)"(FULL SIZE}B' 6 4' 2' 0 8' I/16"=1'-0'(I lx17) INC.POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB 8' 6' 4' 2' 0 B' 1/16'=1'-0.(11x17) `MAINTENANCE AND CONTRACTOR NOTICE TICKET. , ,6,166 P"-- EXISTING ANTENNA SCHEDULE / 1 SECTOR POS. TECHNOLOGY RAD AZIMUTH ANTENNA ANTENNA MODEL TOWER MOUNTED EQUIPMENT FEEDLINE TYPE � P CENTER MANUFACTURER •. uI®b1V ■ ALPHA Al - - ° - - ALPHA A2 L700/1600/N600 100' 30° COMMSCOPE FFHH-65C-R3 (1)NOKIA AHLOA/(1)NOKIA AHFIG HCS 2.0 TRUNK U1900/G1900/L2100/L1900 ALPHA A3 - - - - - - - ALPHA A4 - - - - - - 121 W.ELECTION RD.,SUITE 330 DRAPER,UT 84020 BETA Bi TOWER LOADING SUMMARY BETA B2 L700/L600/N600 100' 150° COMMSCOPE FFHH-65C-R3 (1)NOKIA-AHLOA/(II NOKIA AHFIG HCS 2.0 TRUNK STATUS CABLE TYPE SIZE LENGTH QUANTITY U7900/G1900/L2100/L1900 CROWN BETA B3 - - - _ EXISTING HCS 2.0 TRUNK 1-1/2' 125'-0" BETA B4 - . - CASTLE GAMMA CI - - - - - NEW HCS 2.0 TRUNK 1-1/7' 125'-0" 1 2055 S.STEARMAN DRIVE GAMMA C2 L700/L600/N600 100' 265° COMMSCOPE FFHH-65C-R3 (1)NOKIA-AHLOA/III NOKIA AHFIG HCS 2.0 TRUNK FINAL CABLE QUANTITY 250'-0' 2 CHANDLER,AZ 85286 U1900/G1900/L2100/L1900 GAMMA C3 - - - - - • GAMMA C4 - - - - - . �A PROPOSED ANTENNA SCHEDULE SECTOR POS. TECHNOLOGY RAD AZIMUTH ANTENNA P.MARSHALL&ASSOCIATES ANTENNA MODEL TOWER MOUNTED EQUIPMENT FEEDLINETYPE CENTER MANUFACTURER6801 PORTWEST DR.STE 100, ALPHA Al - - - - - - HOUSTON,TX 77024 ALPHA A2 L700/L600/N600 100' 30° COMMSCOPE FFHH-65C-R3 (I)NOKIA-AHLOA/(1)NOKIA AHFIG HCS 2.0TRUNK OFFICE713-677-0964 U1900/G1900/L2100/L1900 ALPHA A3 L2500/N2500 ''00' 30° NOKIA AEHC - HCS 2.0TRUNK T—MOBILE SITE NUMBER: ALPHA A4 - - ° - •'LOOK UP"-CROWN CASTLE USA INC..SAFETY CLIMB P 001316 D REQUIREMENT: BETA BI - - - - . THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS L700/L600/N600 OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL BETA B2 U1900/G1900/L2100/11900 100 150° COMMSCOPE FFHH-65C-R3 (1)NOKIA-AHLOA/(II NOKIA AHFIG HCS 2.OTRUNK STAGES OF DESIGN.INSTALLATION,AND INSPECTION.TOWER CROWN CASTLE BU #: BETA 83 L2500/N2500 100' 150° NOKIA AEHC - HCS 2.0 TRUNK MODIFICATION,MOUNT REINFORCEMENTS,AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE 824674 BETA B4 - - - - - - INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. 1_C O HIGHWAY 2 1 7 MOUNT ANALYSIS NOTES: THIS SHALL INCLUDE.BUT NOT BE LIMITED TO:PINCHING OF THE J Oc GAMMA CI - - - - . . - WIRE ROPE,BENDING OF THE WIRE ROPE FROM ITS SUPPORTS 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID . L700/L600/N600 ° DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHEN ACCOMPANIED BY A CORRESPONDING PASSING GAMMA C2 100' 265° COMMSCOPE FFHH-65C-R3 III NOKIA-AHLOA/(1)NOKIA AHFIG HCS 2.0 TRUNK WHICH MAY CAUSE FRICTIONAL WEAR,IMPACT TO THE SITE ADDRESS: MOUNT ANALYSIS. U1900/G7900/L2100/L1900 ANCHORAGE POINTS IN ANY WAY,OR TO IMPEDE/BLOCK ITS 2 CONSTRUCTION MANAGER/GENERAL CONTRACTOR GAMMA C3 L2500/N2500 100 265° NOKIA AEHC - HCS 2.0 TRUNK INTENDED USE.ANY COMPROMISED SAFETY CLIMB, 14020 S W 72 N D AVE. SHALL REVIEW THE MOUNT ANALYSIS FOR ANY INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND CONDITIONS PRIOR TO INSTALLATION. GAMMA C4 - - - - - - - REPORTED TO YOUR CROWN CASTLE USA INC.POC OR CALL 3 ANY REQUIRED MOUNT MODIFICATION DESIGN OR THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND T I GA R D, OR 97224 - MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. O ANTENNA&CABLE SCHEDULES CONTRACTOR NOTICE TICKET. 1 SCALE: (E)T-MOBILE ANTENNA MOUNTED EXISTING ,O° TO E PLATFORM MOUNT Oh U no () Li,50 (E)T-MOBILE ANTENNA MOUNTED q 4,,' TO REMAIN q�, TO(E)PLATFORM MOUNT /8' MONOPOLE "S (3 TOTAL,1 PER SECTOR) IP)T-MOBILE ANTENNA MOUNTED C YT' (3 TOTAL.1 PER SECTOR) QrQ j TO(P)PLATFORM MOUNT y'Z�J (3 TOTAL,1 PER SECTOR) Psi-s- ISSUED FOR: 1 REV DATE DRWN DESCRIPTION DES./QA 4 3 2 4 3 2 1 A 07/21/20 JAH PRELIMINARY CW 0 OB/12/20 JAH FINAL SA 1` 6\-\,—,rtell"-f r*440,474-.%,,,-,,w1r,4-i1- .e. e-'ma. • _ � i fo•,,a, w IN-7----O-----,P0I-vWa4, OT-XM OOB TOTAL) fit // �// 8/ 0 V ♦B T��v���♦♦♦ ♦♦gyp♦ �* * 1 u • ..._- ..1.r e\*'"AU-10$14C.41%.17/1 9 *** \\ ♦♦al`'Q\`-� JEBOX TO LE REMAIN E HCS 2.0 TOTAL) \ �• /7 `� \ 1•�,. @,,,`- ,v,, / • \\t>/ � /J�/ %ISTINC'� A ♦`♦`��♦\``1 ,/ ! 'r\' .�4,-AX ..)AV / ty•\Ni.), /�, TO WE \ Al.4,�a �, /,If!/ EXISTING` `�,♦♦♦",� `,' (P)T-MOBILE HCS 2.0 FT l f/ ��IV \\♦♦�r�S9 /a I• � \OWER I T� ��•�,IK PENDANT(1BREAKOUT _ T!��j//� �t* L'\�� I/ `�I' @�'` '.•:.";.. 10 /' 1 j ` I/ / p�, F ,1 V 1� \w/7 - 7 1p -y 1I / /'< �" // (E)T-MOBILE AHLOA MOUNTED \l `/ 7 \\ TO(E)PLATFORM MOUNT �\ ---- ��¢!� ‘.. TO REMAIN \\ / GAMMA SECTOR \ C �_�_�_:_ ;7 E T-MOBILE AHLOA MOUNTED GAMMA SECTOR (3 TOTAL.1 PER SECTOR) AZIMUTH=265° \ _ CE L.�� () AZIMUTH=265° B �1 .aT.C�� C 7 TO(E)PLATFORM MOUNT 1l Y �7i `5�3��CC O 4,, (3 TOTAL,1 PER SECTOR) tt\ • . • —� sF � �:0== = , 6 Gy O�, EXPIRES:6/30/2022 (EJ T-MOBILE AHFIG MOUNTED TO _ —_ Op (E)PLATFORM MOUNT \\ , \ ��� R IS A VIOLATION OF LAW FOR ANY PERSON. CC (EJ T-MOBILE AHFIG MOUNTED TO _ ��' UNLESS THEY ARE ACTING UNDER THE DIRECTION TO REMAIN (E)PLATFORM MOUNT ����.:' OF A LICENSED PROFESSIONAL ENGINEER. (3 TOTAL,1 PER SECTOR) TO ALTER THIS DOCUMENT. (3 TOTAL,1 PER SECTOR) \------ 12 5 • • 12 5 PM&A PROJECT NUMBER: 20CT7-027 SHEET NUMBER: • REVISION: EXISTING ANTENNA PLAN FINAL ANTENNA PLAN I 2 Alb 3 /TILL\ A SCALE: � ln'=ra'(FULL vzEl � ,,,� I/r=rd'(FULL s¢e) C-4 2 1 0 ,."„2 I/4 04TO1x17( SCALE: 2, .,°. ,>0.,2 I/4'=1-0°(1)xvlNV v w� T 0Mobile® llriib, r BASED BOX ASSEMBLY 1\ ��px . : 2 ,,C::) 121 W.ELECTION RD.,SUITE 330 gF it -t , , , v 4`v 1' 2055 S.STEARMAN DRIVE 1 . . CHANDLER,AZ 85286 &. . ,> . 1 , 1 ' \---7H<E)- vV HEAT SHRINK TUBE P.MARSHALL&ASSOCIATES I IIli 6801 PORTWEST DR.STE 100, 0 HOUSTON,TX 77024 �� 1 OFFICE 713-677-0964 HYBRID CABLE it IIIIIIIIIIIIIIIIkVi T—MOBILE SITE NUMBER: P001316D NOKIA AEHC WEIGHT (I-H MOUNTING):35.4HARD.26IN.99.2 LBS. NOKIA AHFIG CROWN CASTLE BU #: SIZE 1HxWxD):35.43x22.83x8.261N. WEIGHT(WITHOUT MOUNTING HARDWARE):79.4 LBS. SIZE(HxWxD):27.6x73.4x5.6IN. HCS 2.0 FIBER FEED W/PENDANT 824674 WEIGHT(WITHOUT MOUNTING HARDWARE):23.5 LBS. SIZE(HEWxD):14.0x16.0x8.0IN. 1-5 & HIGHWAY 217 SITE ADDRESS: 14020 SW 72ND AVE. O 1 NOKIA AEHC DETAIL AHFIG SPECIFICATIONS HCS 2.0 FIBER FEED W/PENDANT DETAIL TIGARD, OR 97224 SCALE: NOT TO SCALE CD NOKIA NOT TO SCALE O SCALE: NOT TO SCALE 4 /\ EXISTING Y 98' MONOPOLE lk 2 General Product Overview ISSUED FOR: O O PSU 48 13 REV DATE DRWN DESCRIPTION DES./QA O I I BSZ. 'jl . A 07/21/20 JAH PRELIMINARY CW 0 08/12/20 JAH FINAL SA F1ym*t U. A Mounter bracket ersce t for Cr ram installations.Bratlet an be reverse,. B DC nits.tenons. Comore 0Merbce for wnne1.010'rower rab4s nemyle cower custnnuaon. C Ertemai alarm poet Interface for oonnectog a'atm cable to six*mental a!amts. POOH!eten. Pa sw4c1,. 'AF yM'v'nr.," _ E Fuse mnnecton canned fuse temoo,n row Ornaoo ym nOmg OC ou . F DC power outputs Covered x:mmals for cavvoca9 power cabin to remote lads. X Or...wecter Grounds Masis O I T i1,!,i,,. Ericsson PSI)43 13 Voltage Boater Design Specification ♦ 1 0 0 The general verifications for the PSU 48 13 are as follows: I-I ' ' , lee !M Electrical Operating limits Input Vehaye -38.0_8e5 VDC Vet 'n� s..nem -48 VDC input Current max 100 A 30 A total for arl bur.4SV huts Output Voltage.Exert -58 VOC FRONT SIDE outp.Power.max. MOO wags each Environmental Operating Limits Temperature.mean -40-e80•C Tempe...,storage -40-e55.0 Temperate*,Vesper. .40-3T0'C Bumi0P.y a0*rawn and storage 5%-90% I oo,ae,operation and stostorageT 0ra _rnitm C oo4tio al Face 510030 ETS300010-2 0,09 ET5300019-1 DAC FCC Part 9-2 15 EMC FCC Part 13 tio Safy U16230&1 Noise6.8 bet sound power 0050 0Protecbn 4 kAt0�1m0 ire 20 Lk B:2O es a Fuse Optima 308.40 A.50A DMeolsartical Specification o--, Weg B M <T k0 r17.2.6) . APO `1 Dimensxns 14 e W s D1 44 m 483 x 383 inn 117 a 100 x 14.3'l linclude brackets,cove{ PSU Unit Kit SKU 34132 EXPIRES:6/30/2022 TOP UTP3314113004003a1V rutntaNer Part Description OW ...ens IS A VIOLATION OF LAW FOR ANY PERSON. HCS 2.0 J-BOX 1 Ma 91198/1 DC mmVuTeP/ng 48. 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. WEIGHT(WITHOUT MOUNTING HARDWARE):23.5 LBS. 2 au:NG MO WI CAM 6tdual kg Sang ateM steed a 3 DC pees,lasing ItylnidraNe , TO ALTER THIS DOCUMENT. SIZE(H ' SIZE xWxD):14.0xI 6.0x8.0 IN. 3 HID BIS 314 CARE LUG/Pawb dual it.a awe RCM Me. 6 3 DC parts,lame OlMxaNe 0.1 NrNasyzltw NauNanEalaA.aov nem,ut 1 lfureerikN 0. PM&APROJECTNUMBER: i 43 NENP3o0a/SO 5D3*NDLDEaaa,ew,Di.01 a tech20CT7-027 4.3 NrrHlO3L50 N3[NOtDENSa,rWn,tn. I 3ku*s km eaNp PSU 4813 VOLTAGE BOOSTER WEIGHT:17.2 LBS. SHEET NUMBER: ' REVISION: SIZE 1HxWoO):1.7x19.0x14.4IN. c_5 OHCS 2.0 J-BOX DETAILS PSU 4813 VOLTAGE BOOSTER SPECS A SCALE: NOT TO SCALE ()SCALE: NOT TO SCALE 1 r 1 T • •Mobile• -' NOKIA ASIB / �� \ NOKIA ABTA ��'• WEIGHT(UNIT ONLY):6.41BS. �� �� WEIGHT(UNIT ONLY)'4.6 LBS. �/<� SIZE(HxWxD):1.7x8.6x14.21N. _ j � SIZE(HxWxDJ:1.1x8.6x14.2 IN. " 'R � w .. a !r .',/ 121 W.ELECTION rf rrr', //�'il � i /// / R84020TE330 .., �...ss•gui a DRAPER,UT 84020 a _ iu �1,/�1,-//' l ' 'v A� C ROW N GROUNDING EIF3 EIFS <•° D� r��� ��'(/ �1��� CASTLE - _ SOUT SRIO1 EIF2 , EAC I\ 2055 S.STEARMAN DRIVE s� ' �=�y • RF1 RF2 RF3 RF4 RF5 RF6 CHANDLER AZ 85286 o OD �I�1 all Q ` ` ® -CI pray �""'� 000OOOo0000000000000 00000000000000l0,0,.., ..,.r.00 0 OQ 00 00 ' • ® o I oo oo q oo U oo'j oo o P.MARSHALL&ASSOCIATES SIN SEll EIF4 LMP 00OO a°aR°aaoaaaaaoAaRAA°Anonr°�n�ars-n°r°�Qna°n °"`.._,, °®�® SEI2 EIFI 6801 PORTWEST DR.STE 100, ..°..,°°..°e ®® HOUSTON,TX 77024 OFFICE 713-677-0964 J _-- T-MOBILE SITE NUMBER: NOKIA AMIA p p -ti P001316D T. O O :®':IEE'm•:tE7•a�;o ®1 ° �� Oe hni vein• m ®' WEIGHT:2x111 LBS •• J� ° —�'il W I�o® ®o.rL _ _ ° �� a SIZE(HxWxDJ:5.2x17.6x75.71N. ® t�:� Pa6°s`a°Hiiis°s°s°s•s•a°s's l-1--411-1-Th Ilo' O l ®l .�Q O o �=x I,apt icnc. 0 CROWN CASTLE BU #: � IPAPA . . lr 1 , I Ll... 1AmulMg.ta0. 3a // L ®e4 : L.l:.: 824674 PROPOSED ASIB PROPOSED ABTA I-5 & HIGHWAY 217 LOCATION LOCATION SITE ADDRESS: 14020 SW 72ND AVE. OSKU#33389-NOKIAAMIA OSKU#34104-NOKIAASIB OSKU#33388 NOKIAABIA TIGARD, OR97224 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE ,si a Q EXISTING 98' MONOPOLE ISSUED FOR: //, �M REV DATE DRWN DESCRIPTION DES./QA �! # • -44.F it A 07/21/20 JAH PRELIMINARY CW /. °� �C/' �� � � 0 08/12/20 JAH FINAL SA NOKIA ABIL J// Apr,• NOKIA ABIC /� � AI NOKIA ASIK (( WEIGHT(UNIT ONLY):4.4 LBS WEIGHT(UNIT ONLY):5.8 LBS. WEIGHT(UNIT ONLY):6.6 LBS. !/ ��' SIZE HxWxD'1.1x8.6x14.2 IN. / � ,%/ I ) // /I ". SIZE(WCWxD):1.7x8.6x14.21N. / SIZE(HxWxDJ.1.7x8.6x14.2 IN. . l SFP28 RF2 RF4 RF6 RF8 <rx xxxxxx u00(nt)uoc o uu(DOOOOOCOOCuuuoc J S RF1 S RF2 -- mmoOo°om°o°o°g°ogge®geoo0 --a—.. v�wd .0.0d .w„w ��e -_--- O 6-1 C i oOQmQmmm e :: 18 G oomamo800mmoommoom0000 om wwv�� �o8�0 ommaoam0000 oorr O o H I � 000mmommm^om0000 MMMMMMM8M °OOM°oMM �,o,,,m,,,R°°,, V#Tf. °- ©o©MI Ail iN Ai. AIR 00 N: tar: i1110 I I e e rOeeeeee e ee e eeell f, ,,e. ,. „/ I J S-RF1 S-RF2 LMP QSFP28 RF1 RF3 RF5 RF7 RF9 FAN STATUS SEI EIFI EIF2 py...� y�ocup ...� •� Nom O —. t w I11:®SEC'S=®E3®e? ga O ° •.r° ®p ° p�r . it _ ° ® .asa888C6 assess r ss a®® '''f�v v' �'v~ 1�� __ I'1'1 _ Me �°;T a 'NO � ./i�N o !O®�'�wdl ®vv ..®0� i .�o� o I I 1 r• m " I� 1 t.o p s - 08 °° °° °° °° _ ® O u E%PIRES6 302022 <� II .(L�.�. �..� o / ��' �®1.P I% III l� I'_ ...��g°®oo®oo®Bo®Boos u�_.-•.... .s" .®°°••' .... ' ..•_ Q .• .�� _ ° ° .. .o lI .:il ® U LESOF A VIOLATION REA TILAW DE ANY PNEON,N M ^® ® ® ® p1 0 - a 8^�a^ r I NLEFS THEY ARE PROFESSIONALFE UNDER THE DIRECTION � I• I®® _� ����['a' I ++I 20�j 0 LICENSED ENGINEER PROPOSED ABIL PROPOSEDLOO ABICLOCA O' I h q/ 1 P , I, ® O TO ALTER TIPS DOCUMENT. N PM&A PROJECT NUMBER: PROPOSED 20CT7-027 ASIKLOCATION I SHEET NUMBER: REVISION: SKU#33617-NOKIA ABIL SKU#34103-NOKIA ABIC SKU#33615-NOKIA ASIK C--6O SCALE: NOT TO SCALE CD NOT TO SCALE CD SKU# NOT TO SCALE r 1 T • "mobile. 121 W.ELECTION RD.,SUITE 330 NOTE: DRAPER,UT 84020 (Gr41 (cr:: :4, UI tie ANTENNA NOT SHOWN FOR CLARITY. ., J CROWN . A‘A ..,), e J1 I A V`` /uI (E)ANTENNA MOUNTING — . ' CASTLE ,. l BRACKET , F as < ' � .. : �, T � a 2055 S.STEARMAN DRIVE ��` I CHANDLER,AZ 85286 �w FsuF = . ) y vrM ItlIP la-.xH ron rain rt3..t I + o i ��. ,� 1 • l41S rF,T 36FP 5rP• O (E)ANTENNA /• / • or ` f i w.w8, 114." NEW RRU / Pi" 1�� //! i�0 - NEW RRU 6801 PORTWEST DR.STE 100, 14.':T.-r' .thy r.S chi,bent 0 e HOUSTON,TX 77024 �,+ (E)ANTENNA MOUNTING OFFICE 713-677-0964 BRACKET /- `�J RRU MOUNTING PLATE NOKIA FSMF II ,/ SIZE(HxWxD)H 5.23x17.59x22.41N. IN. ,/ PIPE MOUNT BRACKET T—MOBILE SITE NUMBER: f = (T(POF2) P001316D /-/ (RI ANTENNA MOUNTING PIPE CROWN CASTLE BU #: 824674 1-5 & HIGHWAY 21 7 SITE ADDRESS: 14020 SW 72ND AVE. ONOKIA FSMF O ANTENNA TO PIPE(ISOMETRIC VIEW) O ANCILLARY EQUIPMENT TO PIPE(ISOMETRIC VIEW) TIGARD, OR 97224 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE EXISTING 40* 98' MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./OA A 07/21/20 JAH PREUMINARY CW 0 08/12/20 JAH FINAL SA E (N)CABINET BASE FRAME. New RF Jumper Color Codes (N)(4)1/70 HILT!KWIK BOLTTZ STAINLESS Frequency Bands&Sectors Alpha \ AI h a Sector Example le \ STEEL WITH A /4"EMBEDMENT.INSTALL PER MANUFACTURERS SPECIFICATIONS. ;Wl3100/t00 1909Frequency Band Coton J} / • I-\--— • . ..'\:\\, \ Q ` d Lowband-600/700 I II AW5•2100/1700 &111s4,` w CONCRETE PAD. sector Coos ' ' , 1 'v 1111 Alpha a Beta w ° < Gamma i... --1 Lowband 600/700 Dual Bard IPCS/AM) ' Delta Y Ilo, \ ,, . ,r-t • Epsilon Wh to Zete eV..4, 1 . . ._ •• ' ° a EXPIRES:6/30/2022 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 20CT7-027 O4 CABINET ANCHORAGE DETAIL SCALE: NOT TO SCALE SHEET NUMBER: REVISION: O RF JUMPER COLOR CODING C-7 A ` SCALE: NOT TO SCALE `� I 6/17/2020 P001 316D_Anchor_6_2020-06-1 8 IT ■ •MOI Ile • Section 3- Proposed Template Images 121 W.ELECTION RD.,SUITE 330 56791EZ_SR.jpg DRAPER,UT 84020 Configuration 56791EZ_SR CROWN * For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. CASTLE - (Alpha, Beta & Gamma) 2055 S.STEARMAN DRIVE LB+MB Octo FDD-Lowband CHANDLER,AZ 85286 Passive Antenna B12 (L700)-5 MHz B71 (L600)-10 MHz • t A L19+ B71 (N600)-10 MHz - i1DD P.MARSHALL&ASSOCIATES 121+AWS3 6801 PORTWEST DR.STE 100, FDD-Midband HOUSTON,TX 77024 B4(L2100)-20 MHz OFFICE 713-677-0964 &EHC N600 82 (L1900)-20 MHz T-MOBILE SITE NUMBER: U19 825 (L1900)-20 MHz sa1 P001316D T.4. B66(AWS3)-5MHz l 8 7 6 5 4 3 2 L SRAN-GSM/UMTS PCS -, 2 5 CROWN CASTLE BU #: ii TDD-Band 41 824674 LL2.5(2.5GHz)-60 MHz 1-5 & HIGHWAY 217 fl- LT N41(2.5GHz)-100MHz SITE ADDRESS: AHLOA AHFIG +2nd carrier(<=80MHz) 14020 SW 72ND AVE. 700+600 AWS+PCS TIGARD, OR 97224 EXISTING 98' MONOPOLE ISSUED FOR: Top REV DATE DRWN DESCRIPTION DES./QA A 07/21/20 JAH PRELIMINARY CW Ground 0 08/12/20 JAH FINAL SA HCS2.0 HCS2.0 TowerTop % TowerTop SRAN LTE+UMTS+GSM FSMF 5G Airscale ^ GSM/UMTS PCS LTE FDD/TDD Airscalel Notes:NO AWS3 tii;:i :-- Ni ‘.7:44. EXPIRES:6/30/2022 FT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION rfds-prod-web-core.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/d70f7385-5a65-426f-8a12-59103bdf75c5?layoutld=92a40eca-ffaa-44a7-b770-... 3/13 OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 20CT7-027 1 O RFDS PLUMBING DIAGRAM SHEET NUMBER: ' REVISION: SCALE: A C-8 , ,_ l l r 1 ip . •Mobile• 121 W.ELECTION RD.,SUITE 330 DRAPER,UT84020 CROWN CASTLE 2055 S.STEARMAN DRIVE CHANDLER,AZ 85286 fir P.MARSHALL 8,ASSOCIATES 6801 PORTWEST DR.STE 100, HOUSTON,TX 77024 ALPHA BETA GAMMA OFFICE 713-677-0964 — — — — — T—MOBILE SITE NUMBER: P001316D CROWN CASTLE BU #: 824674 —5 & HIGHWAY217 SITE ADDRESS: 14020 SW 72ND AVE. vv �\ —vv \\ v v v TIGARD, OR 97224 ° el EXISTING 1 e°oo°as'e °so Boo° I °QSSSSS;. ES °.o I F 1;°e. :° I ' r 98' MONOPOLE I EXISTING GROUND WIRE ITYP) I ISSUED FOR: EXISTING ANTENNA SUPPORT HEADFRAME(TYP)— > 0 1°o a o o I REV DATE DRWN DESCRIPTION DES./QA °Co S 0 °O° EXISTING UPPER TOWER GROUND BAR A 07/21/20 JAH PRELIMINARY CW •,.•0 ®e: °.• •,e 0 08/12/20 JAH FINAL SA ;I ‘4% ‘;‘,, — EXPIRES:6/30/2022 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 20CT7-027 SHEET NUMBER: ' REVISION: ANTENNA GROUNDING DIAGRAM A G.... O SCALE: NOT TO SCALE 1 t 1.--- r TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE / COPPER/GALVANIZED GROUND BAR / COPPER/GALVANIZED GROUND BAR #6 GREEN INSULATED YAEC-21C38 3/8"-16 NC SS 2 BOLT Ti . .Mobile /!/ #2 SOLID TINNED YA3C-2TC38 3/8"-16 NC SS 2 BOLT O 0 O 00 000000000000 O O 00000000 00000© #2 STRANDED YA2C-2TC38 3/8"-16 NC SS BOLT O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 #2/0 STRANDED YA26-2TC38 3/8'-16 NC SS 2 BOLT o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (il o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Q #4/OSTRANDED YA28-2N 1/2"-16NCSS2BOLT 121 W.ELECTION RD.,SUITE 330 #2 SOUD TINNED COPPER DRAPER,UT 84020 CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/LONG BARREL HEAT SHRINK GROUND RING(2 TYP.FOR BOTTOM (SEE CHART) (CLEAR) ' . TWO HOLE LONG BARREL COMPRESSION TWO HOLE LONG BARREL COMPRESSION LUG(TIP) GROUND BAR ONLY) NUT(TYP) LUG(TIP) LOCK WASHER(TYP) CROWN NOTES: NOTES: CASTLE 1. DOUBUNG UP"OR STACKING"OF CONNECTIONS 0 NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. GROUND ' 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL(TOWER ONLY). �. CONDUCTOR 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. GROUND BAR 2055 S.STEARMAN DRIVE CHANDLER,AZ 85286 0 BOLT(SEE CHART) (TIP) BURNDY TWO HOLE LUG W/ OII . & ANTENNA GROUND BAR DETAIL OTOWER/SHELTER GROUND BAR DETAIL ��liv (SSEEENG CHARTBAR)EL SCALE: NOT TO SCALE SCALE: NOT TO SCALE BARE WIRE TO BE TREATED WITH Jf\ NOOXAT BOTH ENDS P.MARSHALL&ASSOCIATES V < 6801 PORTWEST DR.STE 100, NOTE: HOUSTON,TX 77024 OFFICE 713-677-0964 3/8-11 x1"TAMPER L[[[pI. ALL GROUNDING LUGS ARE TOBE (SEE CHART) INSTALLED PER MANUFACTURER'S TPECIFCA°N5.^""ARDWAREBOLTS,NUTS,LOCK WASHERS SHALL BE STAINLESST MOBILE SITE NUMBER: STEEL ALL HARDWARE ARE TO BE AS LOWS: FLAT WASHER, #6 MIN.FROM ANTENNA (TIP) ARLGROUNOL LUG,FLAT WASHER AND P 001316 D CABLE GROUND KIT INSULATORS NUT. SEE NOTE 2.(TYP) CROWN CASTLE BU #: / -d ro ro ro -o ro > WALL BRA( P)ET p 0 (e% 824674 ° p LUG CONNECTION 1-5 & HIGHWAY 21 7 GROUND BAR ON SHELTER ICE — 0 p ° 0 3 O SCALE: NOTMECHANICAL TO SCALE BRIDGE,OR ON ANTENNA TOWER o 0 0 ° SITE ADDRESS: 00000 00000 ° p ° /1 /1 UNIVERSALCOPPER STAINLESS STEEL BOL1 14020 SW 72ND AVE. OO O oQo0 000 ' 00 0 O 00 000 00 o GROUND BAR(4'k20") (TIP' TIGARD, OR 97224 �, LOCK WASHER I STAINLESS STEEL P/N M10 FLAT WASHER \J N__.J (TIP) 2-HOLE CRIMP/ (TYP) TWO HOLE LUG,OR EXOTHERMIC�— f— TWO-HOLE COMPRESSION EXISTING GROUNDING SHALL BE ELIMINATED J COMPRESSION LUG CONNECTOR WELD TO BE USED WITH#2 BARE WHEN GROUND EAR LSi—I-.----- [�GROUND 78' MONOPOLE CONDUCTOR WIRE TO BUILDING ELECTRICALLY BONDED TO METAL BAR SERVICE GROUND OR GROUND — TOWER '"-' NOTES: RING F-'I 1.DOWN LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. STAINLESS STEEL ISSUED FOR: TOWER,PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091.NO MODIFICATION OR _ FLAT WASHER DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION,CAD-WELDING ON THE TOWER AND/OR STAINLESS STEEL (TYP) REV DATE DRWN DESCRIPTION DES./ISA IN THE AIR ARE NOT PERMITTED. BELLVILLE WASHER STAINLESS STEEL NUT A 07/21/20 JAH PRELIMINARY CW 2.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL (TYP) (TIP) 0 08/12/20 JAH FINAL SA USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. - SINGLE CONNECTOR AT GROUND BARS STAINLESS STEEL BOLT ®GROUNDWIRE INSTALLATION GROUND BAR DETAIL SCALE: NOT TO SCALE O SCALE: NOT TO SCALE STAINLESS STEEL `/�j FLAT WASHER v ♦ DRAGON TOOTH WASHER TYP) — SI I4••— STEEL *TO24,, OTh3( 2-HOLE CRIMP/ COMPRESSION ICALLY) WEATHERPROOFING KIT CONNECTORANTENNA CABLE MAX. COAX JUMPER NOTE:MINIMUM /S NUTSTAINLESS STEELSTAINLESS STEEL NUT 3 THREADS TO BE (TIP) BELLVILLE WASHER (TIP) VISIBLE (TYP) TOANTENNA (TYP) J' S/SSPUT SINGLE CONNECTOR AT STEEL OBJECTS WASHER CABLE 2 HOLE LONG (TIP)CONNTOR BARREL TINNEDSOLID COPPERS/S FLATSTAINLESS STEELATHERPROOFING KIT LUG SELF-DRILLING #6 STRANDED CO NOTE 3) (TYP) METAL SCREWSTAINLESS STEEL GROUND (TIP�HERP'WASHER (GROUND TO GROUND BLE GROUND KIT SEE NOTES 182 • M 0 2-HOLE CRIMP/ EXPIRES:6/30/2022 TIN COATED SOLID COMPRESSION —.__ CONNECTOR IT IS A VIOLATION OF LAW FOR ANY PERSON. COPPER BUS BAR S/S FLAT NOTES: WASHER UNLESS THEY ARE ACTING UNDER THE DIRECTION (TYP) DRAGON TOOTH METALLIC OBJECT OF A LICENSED PROFESSIONAL ENGINEER, 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CHERRY INSULATOR WASHER TO ALTER THIS DOCUMENT. GROUND BAR. INSTALLED IF REQUIRED S/S BOLT (TYP) 2 GROUNDINGKIT ISHALLBETYPEANDPARTNUMBERASSUPPLIEDORRECOMMENDEDBYCABLE (TIP) SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS PM BA PROJECT NUMBER: Y 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. 20CT7-027 SHEET NUMBER: REVISION: • ROUND KIT O SCALE:CABLE NOT TO SCALE CONNECTION 1 SCALE: N LUG IL HARDWARE OT TO SCALE O SCALE: NOT SIL CALE EXTERIOR CONNECTIONS G-2 ` J • 1 WIRE SIZE BURNDY LUG BOLT SIZE �• T Mobile• #6AWG GREEN INSULATED YA6C-2TC38 3/8"-16 NC S 2 BOLT TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8"-16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8"-16 NC S 2 BOLT 121 W.ELECTION RD.,SUITE 330 ' #2/0 AWG STRANDED YA26-2TC38 3/8"-16 NC S 2 BOLT DRAPER,UT 84020 f �,. - • , #4/0 AWG STRANDED YA28-2N 1/2'-16 NC S 2 BOLT TYPE VV TYPE VN TYPE NC TYPE SS TYPE GR BURNDY GROUND LUG W/ CROWN LONG BARREL HEAT SHRINK - _ (SEE CHART) (CLEAR) •^` CASTLE rii _ -�- • NUT GROUNDING (TYP) CONDUCTOR 2055 S.STEARMAN DRIVE �, ' • CHANDLER,AZ 85286 TYPE VS TYPE VB TYPE PT TYPE GI' T V Tit 0:j ,..a Li } -_ -t'<, a�': ; NOTE: ,L GROUND BAR t T :I : -Iv 1 1. ERICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED 1 I CHART) �►� 4_T�L P.MARSHALL&ASSOCIATES FORD THIS PROJECT.NLY1 ) wJ}ri 6801 PORTWEST DR.STE 100, 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. BURNDY TWO HOLE LUG W/ HOUSTON,TX 77024 LONG BARREL • OFFICE 713-677-0964 Flue s 14.St`,T' CDCADWELD GROUNDING CONNECTIONS BARE WIRE TOBE•- .'e.'.-91 .;KJc. T—MOBILE SITE NUMBER: SCALE: NOT TO SCALE �y� P001 31 6D zU:will ULATED)ONLY FOR#6 AWG TO ANTENNASIOW13SEECHART) CROWN CASTLE BU #: WEATHERPROOFING KIT ---- (SEE NOTE 3) (TYPICALLY) // 824674 ANTENNA CABLE ,=T024" WEATHERPROOFING 1-5 & HIGHWAY 21 7 C 120'MAX. 1 RX2 D(1/RX1 KIT (TYP) NOTES: COAX JUMPER(TYP.) GROUND KIT(TYP) 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.ALL SITE ADDRESS: HARDWARE BOLTS,NUTS,LOCK WASHERS SHALL BE STAINLESS STEEL.ALL HARDWARE ARE TO BE AS FOLLOWS:BOLT,FLAT WASHER,GROUND BAR,GROUND LUG,FLAT WASHER AND NUT. 14020 020 SW 72 N D AVE. /E. CONNECTOR #6AWG TIGARD, OR 97224 WEATHERPROOFING KIT #6 AWG STRANDED COPPER GROUND WIRE(GROUNDED K. (TYP.SEE NOTE 2) COPPER/GALVANIZED COAX OMECHANICAL LUG CONNECTION TO GROUND BAR).SEE NOTE 1&2 n AGROUND BAR BONDED 2 SCALE: NOT TO SCALE DIRECTLY TOWER EXISTING CABLE GROUND KIT 98' MONOPOLE CABLE CONNECTOR #6 AWG MIN.FROM ANTENNA CABLE ANTENNA CABLE GROUND KIT TO BTS EQUIPMENT(TYP.) ISSUED FOR: NOTES: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN ro w v ro ro ro ro ro REV DATE DRWN DESCRIPTION DES/GA TO GROUND BAR. NOTES: A 07/21/20 JAH PREUMINARY CW 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO 0 08/12/20 JAH FINAL SA ANTENNA GROUND BAR. GROUND BAR ON SHELTER.ICE 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. BRIDGE,OR ON ANTENNA TOWER 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. /--\ O CABLE GROUND KIT CONNECTION • n OOOO OOOO 0 3 SCALE: NOT TO SCALE 0 00000 0000 0 0 CD GROUND CABLE CONNECTION �`� 3/8-1 Ixl"TAMPER .TWO HOLE LUG,OR EXOTHERMIC - - GROUNDING SHALL BE ELIMINATED RESISTANT BOLT ♦ SCALE: NOT TO SCALE WELD TO BE USED WITH#2 AWG BARE -' L-- WHEN GROUND BAR IS ELECTRICALLY / CONDUCTOR WIRE TO BUILDING BONDED TO METAL TOWER if (TYP) SERVICE GROUND OR GROUND RING INSULATORS ��i "" --- SEE NOTE 2. (TYP) O I( WALL BRACKET ' 0 NOTE:MINIMUM OF S/S NUT • LE � (TYP) 0 0 0 3THREADTO BE (TYP) O GROUNDWIRE INSTALLATION «< 0 0 InP) SCALE: NOT TO SCALE • yO 0 0 WASHER S/S SPLIT 0 2 HOLE LONG (TYP) r.) \ 0 0 BARREL TINNED �Tu. SOLID COPPER #2 TINNED SOLID IN 3/4"LIQUID TIGHT CONDUIT --- PINE 0S/S FLAT ./� UNIVERSAL COPPER LUG WASHER FROM 24"BELOW GRADE TO WITHIN 3'TO 6"OF 1/ 0 GROUND BAR(4'k20") (TYP) (F(P) CAD-WELD TERMINATION POINT.EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED 1S "'���ttt111����•[!R!R!�".��� Ar LOCK PWA/NHERO ,� WITH SILICONE CAULK. :,tom 4Ai�10 SI>�O �I EXPIRES:(TIP) 1 __TWO HOLE TIN COATED SOLID COPPER BUS BARS/S FLAT \U IIWI IT IS A VIOLATION OF LAW FOR ANY COMPRESSION LUG WASHER CADWn; � HIM UNLESS THEY ARE ACTING UNDER THE DIRECTION NOTES: (TYP) OF A LICENSED PROFESSIONAL ENGINEER, CHERRY INSULATOR = ;' TO ALTER THIS DOCUMENT. 11 1.DOWN LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. INSTALLED IF REQUIRED S/S BOLT �q TOWER,PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-1 0091.NO MODIFICATION OR (TYP) IB(�II , II PM&A PROJECT NUMBER: DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION,CAD-WELDING ON THE TOWER AND/OR TIE INTO EXISTING GROUND RING I!— 20CT7-027 IN THE AIR ARE NOT PERMITTED. 2.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL - �11 '�' USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. 'i-1iII-1,L _ , SHEET NUMBER: i REVISION: GR BA DAIL LUG DETAL ®SCALE: OTRTOSCALE ®SCALE: NIOT TO SCALE O SCALETIONOT TO SCALE D DETAIL ��3 ` . J ...--,. ..,,,,----.. -, .. -..., -- ,,,-„,-- . - ,..,--,_- -----,---A- .... a--_ grur_-_ - COPY OFFICE COPY . . .. _..-. . . CITY OP TIGARIt REVIEWED FOR CODE COMPLIANCE Approved: OTC: I I Pcrmit#: CAt ip _(1,,, ,0 '' 0 0 ) 95-, Address: I tip A p -7 A h d j),tirt„ Suite #: By: __________ • , • ',7 i2-atrt.si REMISED -"I;;4'Urit,lral SpeClaIVOXig ------:--= , . . -... C011C7E$1?,anc Rsitllep::ing Steel Botts Installed in Concrete ri,,, Spedsial tilement-Resisting Cent Fran* 1.1.3 flkmvir-ct;:::-A,]....,N&Prz..9trassing Steel Tendons El Str.r-tor?j V4.-:-.-ling -tl 'Ti .. nrg'a Betting g' ri--1 StrUCtuvai r•il-.1a5rinry D Reinforcad Gypsum Concrete .. 1-1 Insuletliv,-3 Concrete Fill -,..., .'i El Spray Ape:lied FIrs-fiesistive Materials ,t 0 Filings,Drilled Piers and Caisson.s J. :,.. f-7 Shotcrete Q Special Grading,EXCavaliDll and Filling -, .•, C3 Srnoka-Cot'aro;Systarns 0 Other inspsd.ons ',. .':4.,