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RECEIVE PMobi1e . • • 111 ■ III III ilea 8960 ALDERWOOD ROAD J U N 2 3 2021 PORTLAND,OR 97220 CITY OF TIGARD T-MOBILE SITE NUMBER: P008081A BUSINESS UNIT #: 879526 BUILDING DIVISION 8777 SW BURNHAM STREET CASTLE CROWN T-MOBILE SITE NAME: TIGARD DT - CCI SITE ADDRESS: TIGARD,OR 97223 � • Cf:* T-MOBILE PROJECT: SPRINT RETAIN COUNTY: WASHINGTON � 2gl-QOrl� 1505 WESTLAKE AVENUE NORTH,SUITE 800 FSA NAME: TAEC SITE TYPE: MONOPOLE , SEATTLE,WA 98109 SPRINT NUMBER: P063XC032 TOWER HEIGHT: 100'-0" • _, B+T GRP SITE INFORMATION DRAWING INDEX LOCATION MAP 1717 S.BOULDER SUITE 300 TULSA,OK 74119 ti, PH:(918)587-4630 CROWN CASTLE USA INC. SHEET# SHEET DESCRIPTION Gj�` www.btgrp.com SITE NAME: TIGARD p SITE ADDRESS: 8777 SW BURNHAM STREET T-1 TITLE SHEET tP� �p TIGARD,OR 97223 T-2 GENERAL NOTES �p Wv`2 COUNTY: WASHINGTON C-1.1 OVERALL SITE PLAN Qa� 'Tigard area le' T-MOBILE SITE NUMBER: MAP/PARCEL#: 2S102AD03401 C-12 SITE PLAN �� Chamber at `'' P008081A AREA OF CONSTRUCTION: EXISTING I2r Corrimerr_ LATITUDE: 45.4284° C-1.3 EXISTING&FINAL EQUIPMENT PLANS C, _ TIGARD LONGITUDE: -122.768° C-2 EXISTING&FINAL ELEVATIONS BU#: 879526 LAT/LONG TYPE: NAD83 C-2.1 FINAL EQUIPMENT FT FVATION N.`- GROUND ELEVATION: 165'A M.S.L C-3 ANTENNA SCHEDULE&PLANS 99 SLG �d a, G,� TIGARD CURRENT ZONING: MU-CBD 6> -.: JURISDICTION: CITY OF TIGARD C-3.1 PLATFORM MOUNT SPECS N �-9A 8777 SW BURNHAM STREET OCCUPANCY CLASSIFICATION: U C-4 TO C-4.3 EQUIPMENT SPECS 9 TYPE OF CONSTRUCTION: IIB C-5 TO C-9 EQUIPMENT CABINET DETAILS .17 S S ' TIGARD,OR 97223 A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR ',/ HUMAN HABITATION C-10 FINAL PLUMBING DIAGRAM N� EXISTING PROPERTY OWNER: CITY OF TIGARD E 1 AC PANEL SCHEDULES&ONE LINE DIAGRAM fix. 1 OOt-Ott MONOPOLE 13125 SW HALL BLVD. G-1 EQUIPMENT GROUNDING DIAGRAM D N.'4, TIGARD,OR 97223 G-2 GROUNDING DETAILS rU TOWER OWNER: CROWN CASTLE IS Tigard ` 2000 CORPORATE DRIVE 1 5 /,, City Hall'i CO NO SCALE ISSUED FOR: CANONSBURG,PA 15317 5 CARRIER/APPLICANT: T-MOBILE DRIVING DIRECTIONS FROM DISTRICT OFFICE:ON I-5 NORTH FROM WILSONVILLE TO TIGARD TAKE EXIT 292B FOR KRUSE WAY TOWARD REV DATE DAWN DESCRIPITON DES./QA 8960 ALL HEREIN ARE FORMATTED FOR 24X36. 72ND AVE.USE RIGHT 2 LANES TO TURN RIGHT ONTO OR 217N/KRUSE WAY.IN.4 MILES TAKE EXIT 7 FOR 72ND AVE.IN.2 MMILES TURN 0 3/31/21 LHT CONSTRUCTION MT) 89 0 L ALDERWOODND,OR ROAD CONTRACTOR DRAWINGSSHALL CONTAINEDVERIF ALL PLANS AND EXISTING DIMENSIONS FOR 24(3 AND LEFT ONTO SW 72ND AVE.TURN RIGHT ONTO SW HUNZIKER ST.IN.7 MILES TURN LEFT ONTO SW HALL BLVD.IN.3 MILES TURN RIGHT PCONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ONTO SW BURNHAM ST.SITE IS IN BACK OF MUNICIPAL WORK YARD,ENTRANCE IS.1 MILE AHEAD ON THE RIGHT. FT FCTRIC PROVIDER: NOT PROVIDED ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. TELCO PROVIDER NOT PROVIDED PROJECT DESCRIPTION `PROJECT TEAM APPROVAL SIGNATURE DATE PROJECT DESCRIPTION APPLICABLE CODES/REFERENCET A&E FIRM: B+T GROUP PROJECT MGR THE PURPOSE OF THIS PROJECT IS TO ENHANCE D O C V MENT S 1717 S.BOULDER AVE. BROADBAND CONNECTIVITY AND CAPACITY TO THE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN TULSA,OK 74119 EXISTING ELIGIBLE WIRELESS FACILITY. ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS JENNY PAUL T-MOBILE RF ENGINEER ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE ul b com TOWER SCOPE OF WORK 1P' •REMOVE(6)KMW ANTENNAS PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE rt� CROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SITE ACQUISITION •REMOVE(9)RADIOs CODES: USA INC.DISTRICT SEATTLE,WA 98109 •REMOVE(1)PLATFORM MOUNTS CODE TYPE CODE X� •REMOVE 6 UNCTION BOX 3/31/21 CONTACTS: CONSTRUCTION MGR •REMOVE(3)HYBRID CABLES BUILDING IBC 2018/2019 OSSCde •INSTALL(1)PLATFORM MOUNT W/HANDRAILS MECHANICAL IMC 2018 III CF,1,10I'l SITE OWNER •INSTALL(6)ANTENNAS F.T FCTRICAL NEC 2017 c"'a Tu,.c, •INSTALL(6)RADIOs ENERGY 2019 ZERO ENERGY READY COMM.CODE T-MOBILE DEVELOPMENT MGR •INSTALL(2)BREAKOUT PENDANTS FIRE 2019 OREGON FIRE CODE •INSTALL(2)HCS 2.0 HYBRID CABLES(1-1/2") nlrar'on ez:esls o/ Y T-MOBILE CONSTRUCTION MGR GROUND SCOPE OF WORK.: •INSTALL(1)VOLTAGE REFERENCE DOCUMENTS: •RETAIN(1)MMBS CABINET BOOSTER STRUCTURAL ANALYSIS: TEP T-MOBILE OPS MGR •RETAIN(1)BBU BATTERY •INSTALL(1)EXTRA DATED: 2/23/21 CABINET AMPLIFIER MOUNT ANALYSIS: BY OTHERS •INSTALL(1)HPL3 CABINET •INSTALL(1)RECTIFIER DATED: T-MOBILE REGULATORY REVIEW •INSTALL(1)LB3 CABINET •INSTALL(1)BREAKERS B&T ENGINEERING, INC. NOTE: •INSTALL(2)ASIB •INSTALL(1)CSR IXRe V2 REDS REVISION: 1 PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN •INSTALL ASIK (GEN2) DATED: 12/21/20 T-MOBILE PROJECT MGR (2) IT IS A VIOLATION OF LAW FOR ANY PERSON, NOC AT(800)788-7011& 'CROWN CONSTRUCTION MANAGER •INSTALL(1)FS •INSTALL(2)JUNCTION ORDER ID: 539384 UNLESS THEY ARE ACTING UNDER THE DIRECTION •INSTALL(3)ARIA BOXES REVISION: 0 OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. T-MOBILE PERMITTING •INSTALL(4)ARIL CALL OREGON ONE CAL[. THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE DOCUMENTS •INSTALL(3)ABIC SHEET NUMBER: REVISION: 0 (800)332-2344 AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE •INSTALL(2)AMIA CALL 3 WORKING DAYS 1 CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS _ O BEFORE YOU DIGI " ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. IP T i _. C ., 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: • 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE TO PROCEED (NIP)AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE CARRIER: T-MOBILE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. - - - -MOblla - - - SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 &THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED USA INC. CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. 2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CUMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 8960 ALDERWOOD ROAD THE INTEGRITY OF THE SAFETY CUMB AND ALL COMPONENTS OF THE CLMBING FACILITY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION,AND INSPECTION.TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPUCABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL AND SHALL CONFORM TO PORTLAND,OR 97220 REINFORCEMENTS.AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. FUNCTIONAL USE OF THE SAFETY CUMB OR ANY COMPONENTS OF THE CLIMBING FACIUTY ON THE ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF MISCELLANEOUS WORK NOT EXPUCITLY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS. METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. INTENDED USE.ANY COMPROMISED SAFETY CUMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE CROWN AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2' PLASTIC ELECTRICAL TAPE WITH UV MAINTENANCE AND CONTRACTOR NOTICE TICKET. TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE CASTLE 3. PRIOR TO THE START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL CONFIGURATION. WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND allitilimil: THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE. DETAILS. WHERE NO DETAILS ARE SHOWN. CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, CIRCUIT ID'S).AND ZONING. AFTER ONSITE ACTIVITIES AND CONSTRUCTION ARE COMPLETED, ALL AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS. DETAILS, 1505 WESTLAKE AVENUE NORTH,SUITE 800 REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER 8. ALL TIE B WRAPSS SHALLD NUMBERS) SHALL W HLEARLY LEDECUT INGH TOOLLSTO LEMOLS. 9 REQUIREMENTS. CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 8. ALL BE CUT FLUSH WLTH APPROVED CUTTING TO REMOVE SHARP EDGES. SEATI'L,E,WA 9$109 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT UNITED TO, ERECTION PLANS, RIGGING 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE,AND LOCAL REGULATIONS; AND ANY APPLICABLE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. T1PE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. OTHERWISE SPECIFIED. STANDARD CED-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUAUFIED ENGINEER FOR 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMIUARIZE WITH THE 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH Mr B+T GRP CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 1717 S.BOULDER (LATEST EDITION). 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. . SUITE 300 BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C90' C IF AVAILABLE 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, ( ) TULSA,OK74119 ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE,"CED-STD-10294 "STANDARD FOR INSTALLATION OF REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE PH:(918)587-4630 MOUNTS AND APPURTENANCES,"AND LATEST VERSION OF ANSI/TIA-1019-A-2012 'STANDARD FOR ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY REGARDING THE PERFORMANCE AND NEC. www.btgrpcom INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE AS ON THESE DRAWINGS, THE CONTRACTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. H AN ALTERNATIVE INSTALLATION BE INSTALLED A APPROVAL SHOWNY CROWN CASTLEAUSA INC. PRIOR TO 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SHALLPROCEEDING PROPOSEH ANYA SUCH CHANGE OF LION FO INSTALLATION. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. T-MOBTT,P SITE NUMBER: COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET A AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH WITH ANY SUCH CHANGE OF INSTALLATION. SCREW FITTINGS ARE NOT ACCEPTABLE. P00808IA ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND ORDINANCES AND APPLICABLE REGULATIONS. POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN THE NEC. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). BU#: 879526 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE TIGARD WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES CONTRACTOR WHEN EXCAVATING OR DRILUNG PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE UMITED TO A) FALL > A DAILY BASIS. A NEAT AND WORKMANUKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING UNES. ALL CONDUIT 8777 SW BURNHAM STREET PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO ��T CONSTRUCTION SAFETY PROCEDURES. PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED TIGARD,OR 97223 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SPECIFICATIONS, LATEST APPROVED REVISION. CONCRETE, FOUNDATIONS. AND REINFORCING STEEL: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR VT THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS,STICKS, STONES AND OTHER BETTER) FOR EXTERIOR LOCATIONS. EXISTING REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1. ALLCONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED 1001-Orr MONOPOLE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED (WP OR BETTER) FOR EXTERIOR LOCATIONS. AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL TO BE 1000 psf. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. EQUIPMENT, ROOMS, AND SHELTERS. PLACEMENT. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. ISSUED FOR: ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE pg. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "T-MOBILE". AND TOWER AREAS. REV DATE DAWN DESCRIPTION DES./QA 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 0 3/31/21 MT CONSTRUCTION MTJ 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185. ALL SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE CONDUCTOR COLOR CODE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: SYSTEM CONDUCTOR COLOR #4 BARS AND SMALLER 40 ksi 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL A PHASE BLACK MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER 60 ksi B PHASE RED APWA UNIFORM COLOR CODE: 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ` , FOR EROSION AND SEDIMENT CONTROL. 120/240V, 10 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ON DRAWINGS: NEUTRAL WHITE STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" GROUND GREEN OF OWNER. CONCRETE EXPOSED TO EARTH OR WEATHER: A PHASE BLACK WHITE PROPOSED EXCAVATION 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #6 BARS AND LARGER 2" CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE #5 BARS AND SMALLER 1-1/2" B PHASE RED TEMPORARY SURVEY MARKINGS RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 120/208V, 30 C PHASE BLUE 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WALLS 3/4" NEUTRAL WHITE cF_; ELECTRIC POWER LINES, CABLES, BEAMS AND COLUMNS 1-1/2" CONDUIT, AND LIGHTING CABLES FROM SITE ON A DAILY BASIS. 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE. UNLESS NOTED GROUND GREEN GAS OIL STEAM, PETROLEUM, OR 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. A PHASE BROWN YELLOW- GASEOUS MATERIALS OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. A B PHASE ORANGE OR PURPLE ORANGE COMMUNICATION. ALARM OR SIGNAL LINES, 277/480V. 30 C PHASE YELLOW CABLES, OR CONDUIT AND TRAFFIC LOOPS GREENFIELD GROUNDING NOTES: NEUTRAL GREY ®POTABLE WATER ,/ GROUND GREEN RECLAIMED WATER, IRRIGATION, AND w • 1. ALL GROUND ELECTRODE Sys EMS (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 DC VOLTAGE POS (+) RED** ""'D`.L SLURRY LINES �� � ACCORDANCE WITH THE NEC. 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 NEG (-) BLACK.. .GPcEN SEWERS AND DRAIN LINES 3/31/21 ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. * SEE NEC 210.5(C)(1) AND (2) Ale 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINULTY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE " POLARITY MARKED AT TERMINATION ill GREGOR RESULTS. 4. METALNG 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 pyAD`TU'1Y�T. 4, CLAMPS. ABBREVIATIONS: 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. ANT ANTENNA _ Exniralian 02iab/30/ 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 (E) EXISTING COPPER FOR OUTDOOR BTS. FIF FACILITY INTERFACE FRAME 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. GEN GENERATOR 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. GPS GLOBAL POSITIONING SYSTEM 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. GSM GLOBAL SYSTEM FOR MOBILE 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. LTE LONG TERM EVOLUTION 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. MOB MASTER GROUND BAR 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. (N) NEW BELT ENGINEERING, INC. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC NATIONAL ELECTRIC CODE 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT IT S A VIOLATION OF LAW FOR ANY PERSON, 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. QTY QUANTITY UNLESS THEY ARE ACTING UNDER THE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1)#2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OFALICENSED PROFESSTONAi.F.NGTNFFR, 19. 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, RBS RADIO BASE STATION TO ALTER THIS DOCUMENT. METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE RET REMOTE ELECTRIC TILT USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. RFDS RADIO FREQUENCY DATA SHEET 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 RRH REMOTE RADIO HEAD SHEET NUMBER: REVISION: POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TTRANSITIONING GROUND STANDARD DETAIL AS WELL). SIRRU REMOTESMART R UNIT SLAB W INTEGRATEDMOE DEVICE 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE PNO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO TMA TOWER MOUNTED AMPLIFIER THE EXISTING GROUNDING SYSTEM, THE 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. TYP TYPICALT-20 LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT e SITE PLAN DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE / . \ `;� . SEEN ETS. CROWZED FROM N CASTLE USAINC.S PLAN A HAS NOT � ! 'Mobile " ■ i COMPLETED A SITE SURVEY AND / �/ THEREFORE MAKES NO CLAIMS AS TO \ \✓ THE ACCURACY OF INFORMATION APN: 2S102AD01600 / / / \ DEPICTED ON THIS SHEET. 8960 ALDERWOOD ROAD \ ZONING: MU - CBD / PORTLAND,OR 97220 / / / / / \ '\\ \ \ APN: 2S102AD01203 \ v \ ZONING: MU — CBD CROWN / / 2/ / v .vCf: CASTLE APN: 2S102AD01700 �� / /61-S�` \ � � / �� \ 1505 WESTLAKE�AVENUE NORTH,SUITE 800 ZONING: MU - CBD / / / ��.� <'p12 >\ SEATTLE,WA 98109 �/ 20eQo� '�i2.l5,, \ /< / I0 v \ �, P� 1.of / \ �G`:'9, \ lo �x �� \\ \ APN: 2S102AD01800 t V �sx \ �O ZONING: MU - CBD /0 v oeo, �2Qs .�/ ' vvImp B+T GRP / < �/ v o \ v �. /o vv 1717 S.BOULDER \I©/� \�G�90 SUITE 300 j �� '§, � A \ 3 Ok V// \: :52:°1/4.-) � \\ TULSA,OK 74119 �.• ,/ A \ \\% \/S� PH'(918)587-4630 (E) T—MOBILE EQUIPMENT PAD—z N i-� \ \V \ 9 \ \ www_Dlgrp.corn / , �\\ / \ t,2• \ iA \ (E) 100'-0" MONOPOLE�/ / / \ ." \\ /X / \\ \ / �G o(9 \ (E) SITE LOCATION / T MOBILE SITr NUMBER: (REFERENCE C-1.2 8 \ - P008081A FOR OETAI S) / ���O \\\\ (E) FENCE V \ / V vv BU#: 879526 vv \ \ TIGARD / \ \ VvX 8777 SW BURNHAM STREET \ \ \ TIGARD,OR 97223 / V \v \ / \ vv \ EXISTING A yv vv \ 100'-0"MONOPOLE \ \ \ APN: 2S102ADO1900 \ ZONING: MU — CBD ISSUED FOR: APN: 2S102AD02700 \ \ REV DATE DRWN DESCRIPTION DES./QA ZONING: MU — CBD \ 0 3/31/21 LET CONSTRUCTION MT) // \ \ \ r, \ \ / N. \ —(E) ACCESS ROAD \ / <9& \ \ / / / / \ / A \ /P�� / / \ \ 9 \ APN: 2S102AD02400 S� / �+ r ZONING: MU — CBD /\ \ \ / 3/31121 \ / 1111 GREGON / \ \ .4" 13'iD41 . \ \ / Cy40 TU1t�'"c / llxniration Date6/uVul / \ APN: 2S102AD03450\\ \ ZONING: MU — CBD \ , < APN: 2S102AD02200 \ \ \ B&T ENGINEERING, INC. ZONING: MU — CBD 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. eI III illh SHEET NUMBER REVISION: 0 OVERALL SITE PLAN SCALE: i•=3o'-0"(n slzE> N C— 1 . 1 0 3o a 30' r=Bo'-o'(ILn) I*CONCRETE TO BE INSPECTED PRIOR TO INSTALLATION OF CABINET T • -Mobile • • • 8960 ALDERWOOD ROAD PORTLAND,OR 97220 X X X X CROWN (E) 9'-4" GATE (E) 12'-0" GATE CASTLE H .....................__(E) UTILITY FRAME (TYP) x f' 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 Y ;_"I B+T GRP _� 1 i -- --- 1717 S.BOULDER -__-_---_ ___-- —__..._-.- SUITE 300 • TULSA,OK 74119 PH:(918)5874630 o ° wvnv.btgrp.com (E) 100.-0" MONOPOLE / \ (E) 1'-0"z1'-0" UTILITY—.„ PEDESTAL c \ / T MOBILE SITE NUMBER: N. \ j i P008081A �_ ..„-_ A A\ (E) i'-6"x2'-8"VAULT-� \\ \\ j BU#: 879526 (E) ICE BRIDGE (TYP)---------------.-{ 9 \\ \ j TIGARD V A 'IN, v v 8777 SW BURNHAM STREET 1 v v v / TIGARD,OR 97223 V A a _1 } \'N.., \ 'INBUILDING BY EXISTING OTHERS ....... 100'-0"MONOPOLE In: I \\ \ r: —- N. A / 4 ! Il (E) MMBs,: v �" ISSUED FOR: ,< II CABINET \ / / \ / REV DATE DAWN DESCRIPTION DES./QA 0 3/31/21 LHT CONSTRUCTION Kg SPRINT PCS �� // // PAD BY OTHERS No (E) BBU 8-0-x1 -6" �/ II BATTERY CABINET .< 1'-6 z3•-0. �/ PAD BY OTHERS /^ tRES3N ry Os CA/AD3"U 6 LE,fir)tien De`96/30/22 1 X X X X Y X X X X, - --- ! 57'-3"± B&T ENGINEERING, INC. 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. C)SITE PLAN SHEET NUMBER: REVISION: SCALE: I_ O 3/B"=1'-0"(FULL SIE) \ • , ['CONCRETE TO BE INSPECTED PRIOR TO INSTALLATION OF CABINET GROUND SCOPE OF WORK: •INSTALL(1) HPL3 CABINET • Qf� •INSTALL (1) CABINET N • a Mo Dlle • • • •INSTALL (2) ASIB •INSTALL (2) ASIK •INSTALL (1) FSMF •INSTALL (3) ABw 8960 ALDERWOOD ROAD •INSTALL (3) ABIL•INSTALL (3) ABIC PORTLAND,OR 97220 •INSTALL (2) AMIA •INSTALL (1) VOLTAGE BOOSTER •INSTALL (1) EXTRA AMPLIFIER •INSTALL (I) RECTIFIER •INSTALL (1) BREAKERS •INSTALL (1) CSR IXRe V2 (GEN<; CRO CASTLEWN •INSTALL (2) JUNCTION BOXES CIWI*6 �,� 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 s. J O O (r0 '° ,--;,..„:„.....:„ \ \ ,._., , Jar B+T GRP \ ! \ 1717 S.BOULDER (E) 100.-0" MONOPOLE \ (E) 100.-0" MONOPOLE ', \ O ` SURE 300 \ \ TULSA,OK 74119 PH:(918)5874830 \ \ w ww .btgrp.com 1 \1!!!!"- N...... \!!!!'N. \ \\ \N. \ \ \\ T-MOBILE SITE NUMBER: ( I \ \ \ \ P008081A \ N. N. \ (E) ICE BRIDGE (TYP) — 1 N. \ (E) ICE BRIDGE (TFP)-- -- \ \ ~1 i \\ N. \N. \ BU#: 879526 I \ \ TIGARD \ \ (E) SPRINT FEEDLINES TO BE REMOVED— I 8 \ NEW T-MOBILE FEEDLINE (3) HYBRID CABLE (2) NOKIA - HCS 2.0 (1.8") \ \ 8777 SW BURNHAM STREET N. (150'-0"+/- LONG) ., (ROUTED PER STRUCTURAL ANALYSIS) \ TIGARD,OR 97223 I1 J r---NEW T-MOBILE JUNCTION BOX r — r — (2) cow HICAP 2.0 JOT BOX EXISTING 100'-0"MONOPOLE J. I g r I :, - 1 -- I -ri . — [ ''- 3 0-± -- ISSUED FOR: I (E) MMBS --- ) I i I REV DATE DRWN DESCRIPTION DES./QA CABINET TO (E) MMBS 1 REMAIN CABINET 0 3/31/21 LHT CONSTRUCTION Mil I C a:. an NE? 1 1'-6'x3'-0'--= ._ ' _._ 1.-6'x3'-0" PAD BY OTHERS „ PAD BY OTHERS — 1 it4. , - ,�, SPRINT PCS -- --------- 8'-0"x14'-6' ; 1 (E) BBU PAD _. I _. BATTERY - .._ I_ (E) BBU , CABINET TO BATTERY REMAIN 'I;_ CABINET i 1 I • 1'-6'x3'-0" - --NEW SPENT BASEBAND MODULES TO BE PAD BY OTHERS PAD BY OTHERS INSTALLED IN NEW HPL3 CABINET + 111P (2) AS. (1) FSMF Allf(3) ABTA 3/31/21 F. (4) ABIL 'f OREGON (3) ABIC '0"73IP' (2) AMIA (1) VOLTAGE BOOSTER ` (1) EXTRA AMPLIFIER px i�n gt:at Da%eb/30I2 (1) RECTIFIER " (1) BREAKERS --(E) UTILITY FRAME (E) UTILITY FRAME (') CSR IXRe V2 (GEN2) - B&T ENGINEERING, INC. 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. )EXISTING EQUIPMENT PLAN ®FINAL EQUIPMENT PLAN SHEET NUMBER - REVISION: 10 SCALE: I, ' t/V-r-0-(FULL SIZE) I SCALE: I 1/2'-r-o•(FULL SU) /��\0� 2 1 2' 1/4'�7'-0"(11x17) / 2 1 0 Y 1/4'at'-0-(11x17) C 1 .3 0 J 1 T • •Mobile . . . 8960 ALDERWOOD ROAD PORTLAND,OR 97220 an TOP OF UGHTNING005'-0" ROD \ V TOP OF LIGHTNING050 ROD \ TOP OF TOWER \ ELEV OF TOWER \ ELEV. = 100'-0" _ CROWN �yI Y EXISTING CENTERRINT1 ANTENNAS a �_.... NEW •T-MOBILE ANTENNAS •I �I aill: CCAST L E 0 RAD CENTER = 100.-0" 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 ,-NEW T-MOBILE EQUIPMENT (1) PERFECT VISION GUARDIAN MOUNT W/ HANDRAIL KIT (3) COMMSCOPE FFW-65C-R3-V1 ANTENNAS (3) NOKIA AEHC ANTENNAS (3) NOKIA AHLOA RRUdim(3) NOKIA AHFIG RRU B+T G R P (2) COMMSCOPE HCS 2.0 PENDANT 1717 S.BOULDER SUITE 300 TULSA,OK 74119 PH:(918)587-4630 www.btgrp.com 1 • i 1 EXISTING ANTENNAS --_-_ EXISTING ANTENNAS __ ____ RAD CENTER 75'-0" p - V' RAD CENTER = 75'-0" p T-MOBILE SITE NUMBER: P008081A I BU#: 879526 TIGARD 8777 SW BURNHAM STREET TIGARD,OR 97223 EXISTING 100'-0"MONOPOLE I -NEW T-MOBILE FEEDLINE (2) NOKIA - HCS 2.0 (1.8") (15O'-0"+/- LONG) (ROUTED PER STRUCTURAL ANALYSIS) ------ (E) SPRINT FEEDLINES TO BE REMOVED ISSUED FOR: (3) HYBRID CABLE REV DATE DAWN DESCRIPTION DES./QA 0 3/31/21 LHT CONSTRUCTION NM (E) 100'-0" MONOPOLE • (E) 100'-0" MONOPOLE ♦ -(E) SPRINT EQUIPMENT --NEW T-MOBILE GROUND EQUIPMENT --(E) SPRINT EQUIPMENT i ,: MOUNT ANALYSIS NOTES I ___1:-___:-_,, y,.^ ® 1. THE DESIGN DEPICTED IN THESE DRAWINGS � �c=�� ,► BOTTOM OF STEEL ___ IS VALID WHEN ACCOMPANIED BY Aai, BOTTOM OF STEEL 'f I ..- EL�EV. -- 0-0 + / --- ,.y �.v CORRESPONDING PASSING MOUNT ANALYSIS. ELEV. = 0'-0" \� �\/,�z// i�; i\\� % // 2. CONSTRUCTION MANAGER / GENERAL � /\/ / 5 3/31/21 ``\ /�,// \f i CONTRACTOR SHALL REVIEW THE MOUNT ',\\, `• •-//�/ 0�j `� VA � IA ANALYSIS FOR ANY CONDITIONS PRIOR TO ✓013��� 'j��':::, ��j/ INSTALLATION. "N� �j's ' -- 3. ANY REQUIRED MOUNT MODIFICATION DESIGN _� '' OR MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. `Expirat,art Date 6/30/221 C "LOOK UP" - CROWN CASTLE USA INC. SAFETY CI IMB RFQUIRFMFNJ- THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT 8&T ENGINEERING, INC. INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY - -- --- --- CUMB OR ANY COMPONENTS OF THE CLIMBING IT IS A VIOLATION OF LAW FOR ANY PERSON, FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, UNLESS THEY ARE ACTING UNDER THE DIRECTION BUT NOT BE LIMITED TO: PINCHING OF THE WIRE OF A LICENSED PROFESSIONALENGLNEER, ROPE, BENDING OF THE WIRE ROPE FROM ITS TO ALTER THIS DOCUMENT. SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL EXISTING ELEVATION WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY SHEET NUMBER: REVISION: WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY O NEW ELEVATION COMPROMISED SAFETY CLIMB, INCLUDING EXISTING _ _ O SCALE: 1/8"-r-o•(FULL SIZE) CONDRIONS MUST BE TAGGED OUT AND REPORTED 2 SCALE: - -7=• * 1/8"=1'-0"(FULL SIZE) C8 s 4 2 8' 1/16'=1'-0"(1107) TO YOUR CROWN CASTLE USA INC. POC OR CALL a s' <' 2' 0.' 8' 1/1s"=1'-0"0107) 0 2 THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. i t I" 1 IT 'Mobile • m . 8960 ALDERWOOD ROAD PORTLAND,OR 97220 aCROWN ,..: CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 (E) 100'-0' MONOPOLE pB+T GRP 1717 S.BOULDER SUITE 300 TULSA,OK 74119 PH:(918)587-4630 www.btgrp.com -- NEW T—MOBILE FEEDUNE (2) NOKIA — HCS 2.0 (1.8') (150'-0"+/— LONG) (ROUTED PER STRUCTURAL ANALYSIS) T-MOBILE SITE NUMBER: P008081A BU#: 879526 TIGARD 8777 SW BURNHAM STREET (E) SPRINT TIGARD,OR 97223 EQUIPMENT EXISTING 100'-0"MONOPOLE ISSUED FOR: 1 \ =' ___._.._ -.._.ffta__---_ REV DATE DAWN DESCRIPTION DES./QA 0 3/31/21 LHT CONSTRUCTION MTJ i' I I ((•LLiilIt� r ellTi fi 1 - 4. . �� / :4:4 8LC,0,3/313 Zy�t`\NV- ' \1 �.� / \//\\/jn Da: /3°/22' B&T ENGINEERING, INC. 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. OFINAL GROUND EQUIPMENT ELEVATION SHEET NUMBER REVISION: SCALE: N.T.S. _ • 0 9 r 1 RECOMMENDATIONS. THE MOUNT DOES NOT HAVE SUFFICIENT CAPACITY TO CARRY THE PROPOSED LOADING CT OUCOMPLIMODIFICATIONSCETHE WILL BE REQUIRED i immobile i . i TO BRING THE MOUNT INTO COMPLIANCE WITH THE TIA-222-H STANDARD FOR THE PROPOSED LOADING CONFIGURATION. LISTED BELOW riF IS A BRIEF DESCRIPTION OF THE REQUIRED MODIFICATION: • PROVIDE CUSTOM KICKERS RF SYSTEM SCHEDULE • REPLACE HANDRAIL CORNER PLATES 8960 ALDERWOOD ROAD SECTOR ANTENNA TECH MANUFACTURER ANTENNA MODEL AZIMUTH M-TILT E-TILT RAD TMA/RRU CABLE CABLE CABLE PORTLAND,OR 97220 FURTHER ENGINEERING AND DETAILING IS REQUIRED TO DESIGN THE CENTER TYPE DIAMETER LENGTH NECESSARY MODIFICATIONS. CONNECTION FROM THE MOUNT TO THE 1-700/L600/ TOWER AND LOCAL STRESSES ON THE TOWER ARE INSUFFICIENT. A-1 N600/12100/ COMMSCOPE FFW-65C-R3-V1 325' 0' - 100'-0' AHLOA AHF H(2) 1 1/2' 150' ALPHA L1900/G1900 A-2 12500/ N2500 NOKIA AEHC 325' 0' - 100'-O' - (SHARED) - - CROWN L700 / L600/ B-1 N600/ L2100/ COMMSCOPE FFW-65C-R3-V1 160' 0' - 100'-0' AHLOA (SHARED) - - BETA L1900/G1900 �00 CASTLE B-2 L2500/N2500 NOKIA AEHC 160' 0' - 100'-0' - (SHARED) - - 1505 WESTLAKE AVENUE NORTH,SUITE 800 L700/L600/ SEATTLE,WA 98109 C-1 N600/L2100/ COMMSCOPE FFW-65C-R3-V1 250' 0' - 100'-0' HHLFIOGA (SHARED) - - GAMMA L1900 /G1900 MOUNT ANALYSIS NOTES: C-2 L2500/N2500 NOKIA AEHC 250' 0' - 100'-0' - (SHARED) - - 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID WHEN ACCOMPANIED BY A CORRESPONDING PASSING MOUNTANALYSIS. B+T G R P 2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR pii SHALL REVIEW THE MOUNT ANALYSIS FOR ANY 1717 S.BOULDER CONDITIONS PRIOR TO INSTALLATION. O FINAL ANTENNA AND CABLE SCHEDULE TSIUILSA 0K74119 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. PH:(918)587-4830 SCALE: NOT TO SCALE www.btprp.com T-MOBTT,F SITE NUMBER P008081A BU#: 879526 —(E) PLATFORM MOUNT TO BE REMOVED �� `` TIGARD (1 TOTAL) \ CI 6---''� % 8777 SW BURNHAM STREET (E) SPRINT ANTENNA TO BE REMOVED---- -- ---- A' TIGARD,OR 97223 KMW COMM - ET-X-TU-42-15-37-18-IR-SP j" /�/ . (3 TOTAL, 1 PER SECTOR) -�� / I / ALPHA SECTOR EXISTING (E) SPRINT RADIO TO BE REMOVED-- --' //�// i \'r i •;i. 325' •O'iti,t r` 1��t-�tt MONOPOLE SAMSUNG TELECOMM - RRH - C2C W/EXT FILTER i'� A2 j _ � NOKIA -NEW MOBILEEA RADIO (3 TOTAL, 1 PER SECTOR) ,� (ALPHA) A .r :•I (3 TOTAL. 1 PER SECTOR) 50' AZIMUTH ;i k2 i i' l (E) SPRINT RADIO TO BE REMOVED-- �/ / ti • Trj*"' A. SAMSUNG TELECOMM - RRH - P4 ( �+ '? r ISSUED FOR (3 TOTAL, 1 PER SECTOR) \\ f 't'r j['-� REV DATE DOWN DESCRIPTION DES./QA t / .' NEW T-MOBILE BREAKOUT PENDANT ' ; v? COMMSCOPE - HCS 2.0 PART 1 0 3/31/21 LHT CONSTRUCTION M'IJ (GAMMA) .' 305' AZIMUTH � I ° (2 TOTAL) (E) SPRINT JUNCTION BOX TO BE REMOVED—. ri't t '`"` i fin,. OPTIC FIBER JUNCTION CYLINDER \ - A � �� �� —NEW T-MOBILE ANTENNA (3 TOTAL, 1 PER SECTOR) �, • 0 I� •N\:i. i) ttH�� NOKIA - AEHC \ (3 TOTAL, 1 PER SECTOR) C2 I 1 Y sA� -NN, ��V I 82 (E) SPRINT ANTENNA TO BE REMOVED--- �. "� �--''" ` \ i KMW - ET-X-WM-18-65-8P \ ,� I * Al ! '' BETA SECTOR (3 TOTAL, 1 PER SECTOR) `; ". r 160" (E) SPRINT RADIO TO BE REMOVED // N y �• •` //r Q: G' (� SAMSUNG TELECOMM - 2.5GHZ RRH - V3 \ ;1�' (3 TOTAL, 1 PER SECTOR) \\ y ' (E) SPRINT JUNCTION BOX TO BE REMOVED (( NEW M BILE PLATFORM W,/ HANDRAIL \ /�l/ � � PERFECT l.SION GUARDIAN (1 TOTAL) ��,w N\N POWER JUNCTION CYLINDER \ `� SEE SHEET C-3.1 .//�? (3 TOTAL, 1 PER SECTOR) (E) r :/I 100'-0' MONOPOLE 3 n t 3/31/21 V\\ �i.N ; h OREGO"( (E) 100'-0' MONOPOLE 02 \t , �'A,\\` • ------ NEWT MOBILE RADIO �'yq 13�j`� IMPIPGAMMA SECTOP. \' NOKIA - AHF'G 0 TU"+ a..- .. B2 250' ti, : I• `• (3 TOTAL, 1 PER SECTOR) �' --------------NEW T-MOBILE ANTENNA „�, COMMSCOPE - FFW-65C-R3-VI B1 (BETA) (3 TOTAL, 1 PER SECTOR) 160' AZIMUTH j✓ B&T ENGINEERING, INC. 1 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. OEXISTING ANTENNA PLAN Atli 3 FINAL ANTENNA PLAN (�© SHEET NUMBER: r REVISION: 2 SCALE: NOT TO SCALE SCALE: NOT TO SCALE C-3 0 T • •Mobile ' III II 8960 ALDERWOOD ROAD PORTLAND,OR 97220 CROWN %,„„ ► CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 0")PV-LPPGS-12) B+T G R P I5 PV-LPPGS 174")PV-LPPGS-14) 17175.BOULDER MONOPOLE GUARDIAN MOUNT SUITE300 TULSA,OK 74119 PH:(918)587-4630 SEE SHEET 2-TABLE 1 FOR FULL CONFIGURATION DETAILS \ /7 \-�l1 w'. s b[grp.com / / T-MOBILE SITE NUMBER: \111/1111.‘ _ "�� Q t\o/ 4I / P008081A BL #: 879526 � �I D• 48.. TIGARD SEE TABLE 1 FOR C COMPATIBLE POLE SIZES \'��� 26 ` I. / 8777 SW BURNHAM STREET -i ii��� !, `� TIGARD,OR 97223 / .. / . jj 02-3/8", EXISTING ,�' ` '_-'�-�`� �2-7/8". �2-3/8'. 100'-0"MONOPOLE 1• _ /a7 .�i UPPER HORIZONTAL RAIL 1 II''� '/ �3 �' l' . `. I ANTENNA PIPE II/ ill s-7 / krir,� ., ISSUED FOR: I �_ REV DATE DAWN DESCRIPTION DES./QA a71►_ ♦_ 72", 0 3/31/21 LILT CONSTRUCTION MTJ i'i� Pik 1111111111.1111111... _ ,�...__ ... • ium Its.a;�'^ I. �Cc....�:. . 126" I ANTENNA PIPE 1 L. _ 8 L. _' LI QJ3-1/2"FACE PIPE 1Nc xv o2_Monopole? �� 3 ADDED 102AP3 coNNDs I/20M 1 OF 13 WRI6 0l TriangDlar a Aw®PReR rEws.ORGANIZED ACC rrnnsVW"). s g 1/20/2020 IckE 1:36 PV-LPPGS GUARDIAN MOUNT3 ACC UPDATE emnv DIMENSIONS ARE IN INCHES DJN _Nu. i MASS PART♦UPDATE 8Rlnv MONOPOLE GUARDIAN MOUNT gTOLERANCES U.N.O. UrnENr NUMB. I 1 HOLES:+1/16".-1/32" Rcu SJS r FULL RELEASE enure C ANGULAR:PROFlLE[I/4'BEND2' LPPGS—ENG-Ol-RS 5 ' i ALL OTHERS:S/16" 'runt APPROVED REV DacRvmN DATE �.. E�Spppp VPROPRIEfARY AND CONHDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF PERFECNISION MFG.ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF PERFECN610N MFG IS PROHIBITED. j�� iAle '3/31/21 11 31EGU`? �h'J0 TUTAti Exerr:2,,c:22 0 B&T ENGINEERING, INC. 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. SHEET NUMBER: .- REVISION: Q FINAL ANTENNA AND CABLE SCHEDULE O SCALE: NOT TO SCALE 3 . 1 ` I / 1 INSTALLER NOTE: JUMPERS TO BE TORQUED TO 221.27 IN/LBS � • ('�'tay/ 1•e {II- FRONT OF THE ANTENNA + IF � •MV1)i lV • • • Coa� olor C�;n ANTENNA El ANTENNA C2 ANTENNA t N L'VNA SI Cg R �p ,,. s «+ ,4,: x•„ ,: . X X x x X. ,:t 8960 ALDERWOOD ROAD 1 t A ; x sx s n e er ,.. ��yp* PORTLAND,OR 97220 Omni. -e ste,caRlw., /1s:: X -"�k SECTOR tX I[XX_ ` CROWN SECTORS t '.y SECTORC .� : :. *'. . CASTLE SECTOR I) 'Ft' µ k •l I �In)} SECTORE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SECTORF SEAI ILE,WA 98109 (2) NEW BARREL CUSHIONS UAL/ / SITE PRO P/N: BC124 FIBER ID • ,-NEW TOWER STANDOFF KIT SITE PRO P/N: STK3 UNUSED COAX � \ % MICROWAVE EXAMPLE:COAX WITH FOUR BANDS OF B+T G R P OO\ 50mm 1 DWE ID WiLABEL MAKER RED TAPE WILL REPRESENT ALPHA nt 7 S.BOULDER 00 CABLE TIE/ I - 20mm DOWNLINK CABLE E SECTOR AND THE 4TH PORT OF ANTENNA - SUITE 300 TULSA,OK 74119 NEW COAX BLOCK--- �,' I� PH.(918)587-4630 ""RRR FFF COLOR COOING NOTES: ITALLIC TAG NOTES: ANTENNA AND COAXIAL MOUNTING HARDWARE - �_ CABLE SCHEDULE www.btgrp.com I.TWO AETALtIC TAGS SHALL BE 0.TTACiED AT EACH END SITE PRO P/N: GH50 OO I mar I GSM OF EVERY CABLE LONGER THAN(3I THREE FEET +. ALL ANTENNAS SHALL 9E FURNISHEDWrSI 2.CABLE LESS THAN IA THREE Ftt I WILL HAVE TWO DOWNTILT BRACI�TS. \O O/ L I I Cda I LINTS Ism METALLIC TAGS ATTACHED AT THE CENTER OF THE REOIJW CONTRACTOR SHALL COORDINATEDOWNTILT �(1) WRAPS OF INSULATION GAwF RF_OUIRED MECHANICALCSFDOWHTILT FOR TAPE (OVERLAPPING 50%) rT'O�Of, LIE aws 3.TAGS PRI TE FOR CABLE WSrARaeS55itr12PT1Es EACH ANTENNA BATH RF ENGINEER_ APPROPRIATE FOR GAMETES ANTENNA DOWNTILT SHALL BE SET AND I I color I LTE 4.STANDARDI�NETAWCTAG KIT MIL ASSEMBLER VERIFIED BY ASMART LEVEL. Tr '-3'STD. (3-1/2'O.D.) —(2) STRETCH WRAPPED WRAPS OF I error I FILER CABLE WITH TAGS ALREADY ENGRAVED TO ACCOIIICDATE ALL 2. CONTRACTOR SHALL INSTALL COLOR COce T-MOBILE SITE NUMBER: CONFIGURATIONS. RINGS ON EACH OF THE HYBRID Caw FS P00808IA PLATFORM SUPPORT ARM SELF AMALGAMATING TAPEUV(3) WRAPS OF INSULATION TAPE (STRETCH 30% OVERLAPPING 50%) TAPMIuCAB CABLE MARKED AT (///\r d TAPE.ALL CABLE SHALL BE I/ARKFDAT NEW COAX BLOCK (OVERLAPPING SOY,) TI10 TAOT II 0 STTEENCCaT��q.OR TAPE`MAY BTUSITE PRO P/N: CXB158 f „ OBTAINEDFRaarRtaYBARELECTRDNCS- BU#: 879526 TIGARD 8777 SW BURNHAM STREET TIGARD,OR 97223 ORF JUMPER DETAIL JUMPER CONNECTION COLOR CODING SCALE: NOT TO SCALE ®RF SCALE: NOT TO SCALE ®COAX SCALE: NOT TO SCALE EXISTING 100'-0"MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES/QA 0 3/31/21 LHT CONSTRUCTION MTI I (N) CABINET BASE FRAME ---.(N) (4) 1/2'0 HILTI KWIK BOLT TZ STAINLESS STEEL ANCHOR WITH MIN. 3 5/8" EMBEDMENT(ICC ESR-1917). / INSTALL PER MANUFACTURERS SPECIFICATIONS. IT IS ASSUMED THAT CABINET ANCHOR LOCATIONS HAVE ••-" BEEN DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND SHEAR •" _________ ®1 iI AND UPLIFT FORCES AS CALCULATED ,_tram..L IN THIS DESIGN. 4110"7*.ili IA z CONCRETE PAD • 3/31/21 w n w nr 3 5''''. OREGON Ezp(tarn en Da:ebl30/ B&T ENGINEERING, INC. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACITNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ®CABINET ANCHORAGE DETAIL SHEET NUMBER: REVISION: SCALE: NOT TO SCALE C---4 O ` 'J -__--_W D INSTALLER NOTES {f\� 1 1.COMPLY WITH MANUFACTURERS T ■ •M V Dile ■ ■ a z INSTRUCTIONS TO ENSURE THAT ALL RRHs RECEIVE ELECTRICAL POWER WITHIN 24 HOURS OF BEING REMOVED FROM THE MANUFACTURER'S PACKAGING. 2.DO NOT OPEN RRH PACKAGES IN THE RAIN. 8960 ALDERWOOD ROAD 3.ALL PIPES. BRACKETS. AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS PORTLAND,OR 97220 NOTED OTHERWISE. W —, CROWN an:„: CASTLE 1505 WEST►.AICE AVENUE NORTH,SUITE 800 x SEATTLE,WA 98109 _ -T-MOBILE RRH MOUNTING BRACKET--- ,���'II AND HARDWARE (SUPPLIED W/ANTENNA) Al SUPPLIED AC R ., MANUFACTURER (TYP) ;�,,IPai44. - Crir --MOUNTING PIPE B+T G ER P LI ° LI Li I % (P.P) 1717 S.BOULDER SURE 300 TULSA,OK 74119 --NEW ANTENNA PH:(918)587-4630btgrp ANTENNA—., - www. .wm MOUNTING PIPE s —VALMONT - RRUDSM 110i' AND HARDWARE T-MOBILE SITE NUMBER ANTENNA SPECS ANTENNA SPECS (nP) I P008081A MANUFACTURER NOKIA MANUFACTURER COMMSCOPE MouNT Nc ANTENNBRACKEA) `(ICI (SUPPLED W/ANTENNA) MODEL # AEHC MODEL # FFW-65C—R3—V1 : o BU#: 879526 WIDTH 22.83" WIDTH 25.20" TIGARD DEPTH 8.26" DEPTH 9.30" HEIGHT 35.43" WEIGHT 95.90" 8777 SW BURNHAM STREET WEIGHT 99.2 LBS WEIGHT 124.6 LBS TIGARD,OR 97223 QANTENNA SPECS ANTENNA SPECS ANTENNA WITH RRHs MOUNTING DETAIL SCALE: NOT TO SCALE C2 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE EXISTING 100'-0"MONOPOLE I — r v I ISSUED FOR: • • • • 1-,- a BASED BOX ASSEMBLY— REV DATE DAWN DESCRIPTION DES/QA W I W P . l ( � 0 3/31/21 LHT CONSTRUCTION Sf17 ( 3 (.. cli= - i =r-----] i rTh'' ('----'" ii;-;\' <<J (..- ('1 ���i� (LJ) 'e' 7y- nuuuuuuuu o r �,& ,, Co II x o ao . . •; rrvvlv, HEAT SHRINK TUBE--,, N.111111`a a. .�IRf Ili 0 t --._.J L s 33/31./21 ____ HYBRID CABLEI ny'IO Tu1?`� Lxp:>,2o Ca`96/30/221 RRU SPECIFICATIONS RRU SPECIFICATIONS MANUFACTURER NOKIA MANUFACTURER NOKIA MODEL # AHLOA MODEL # AHFIG B&T ENGINEERING, INC. WIDTH 12.9" WIDTH 12.87" COMMSCOPE - HCS 2.0 PART 1 WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. IT ISA VIOLATION OF LAW FOR ANY PERSON, DEPTH 8.1" DEPTH 5.59" SIZE (HxWxD): 14.0x16.0x6.0 IN. UNIFSS TREY ARE ACTING UNDER THE DIRECTION HEIGHT 26.6" HEIGHT 28.74" OF A LICENSED PROFESSIONAL ENGINEER, WEIGHT 83.8 LBS WEIGHT 70.55 LBS TO ALTER THISDocollErrr. RRU SPECS CIRRU SPECS ©COMMSCOPE HCS 2.0 JUNCTION BOX SHEET NUMBER: REVISION: Ci) SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE I -4-. 0 9 r 1 II . .Mobile . . •NOKIA ASIB :IT-N-1,-4- � NOKIAABTA 'WEIGHT (UNIT ONLY): 6.4 LBS. �� \ WEIGHT (UNIT ONLY): 4.6 LBS. -�-�j !- 8960 ALDERWOOD ROAD SIZE (HxWxD): 1.7x8.6x14.2 IN. _ ���, SIZE (HxWxD): 1.ix8.6x14.2 IN. /iA� , _ f r r r•r //U//��i'!a 7" // l ir \ PORTLAND,OR 97220 ..�::: :::% CROWN R• NDING EIF3 EIFS �' �.: � ': �:::' %J/ SOUT RI.1 EIF2 i , .� ��� .. 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SIZE HxWxD: 5.2x17.6x15.7 IN. � °'- • �I�� A= rr-�y� E °° : ® P008081A ` 6 [I - � ii0 MO kie III .101 _.� .b_,.......;—• • • BU#: 879526 PROPOSED PROPOSED TIGARD ASIB LOCATION ABIA LOCATION 8777 SW BURNHAM STREET TIGARD,OR 97223 C)SKU# 33389 - NOKIA AMIA C)SKU# 34104 - NOKIA ASIB O SKU# 33388 - NOKIA ABIA EXISTING SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 100'-O"MONOPOLE ISSUED FOR -., ���---- REV DATE DAWN DESCRIPTION DES./QA ��'•..------, 0 3/31/21 LHT CONSTRUCTION I.IT1 NOKIA ARIL ��4� 43 NOKIA ABIC NOKIA ASIK �/ _ WEIGHT(UNIT ONLY): 4.4 /����' ��' WEIGHT (UNIT ONLY): 5.8 �- � A'I WEIGHT (UNIT ONLY): 6.6 //� ((! Les. � � LBS. / %w� LBS. /1/ 1� SIZE (HxW2 I .7 / �� �,• SIZE (HxWzD): � ��_ 11 SIZE (HxWxD): ��/ 1.1 x8.6x14.2 IN. 1.7x8.6x14.2 IN. 1.7x8.6x14.2 IN. - --- a Mp //��l .:�G v `/ .L.T %�I `•��.°...°=�i68 . 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O PROPOSED ABIL L PROPOSED •Q N'P•o c�®® • ;:;L : O LOCATION ABIC LOCATION -.I I.�•/I�L[Il® °��° oN 0 I I,.[ 4 i 1 I`o ■ -_ :1n °. ...° F °°-....-09-1- , "'..•' IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED TO ALTER THIS DOCUMENT. ASIKLOCATION _ SHEET NUMBER REVISION: Q 33617 - NOKIA ABIL OSCALE: NOT TO SCALE ABIC C)SCALE:3 NOKIA NOT TO SCAE ASIK C-4. 0 r 1 2 General Product Overview T mobile . . . O o PSU 4$13 - 8960 ALDERWOOD ROAD PORTLAND,OR 97220 a Fip, 1 A Moum di n°Maim Wad.for I r rank e+sutlaea Wan n can he reversed. 9 -DC n44 0lemma ,Cwnd:xvime for cann0O Dona wades narn Me Don*disotp0Man C Exarvtl SIn pat ttemface trcmnect,ng alarm,able tp s=a exam^,.alarms. j D Pone seethes For S0ttfrt,o Oarstt to w,e.mnaaM DC°JDut. CROWN E Fuse wmermrs Comma rise amens.farcmespondnq DC output. F DC power Dutpub Cowed Mono.*for MAMMY.power mites loreeote bees. H Growd connector Grounds 3vsys Cf:I: CASTLE O o '1-- JIOL.ii€.a Ericsson Voltage Booster PSU AS 13 Volta Booster Design Sp.CIBC .e 1 U I 1505 WESTLAKE AVENUE NORTH,SUITE 800 I 11=1 _ The general ape afi�ions1aThe Psu48 13 are tO60M5 sEATrLE,WA 98109 _ Etaiiaat Operating liedtt 0 ri Iw w Iw11Mr Ml'Ii�11 rho�.t�,Air w;w w ® 0 MPS VOaw. -3S.O-aes voc ��:zr.n.rempr m 3�-r.air go**. ®Jt.=.1.SA7�C 1•'' .Mout cu..ottase.namnal ie WC ® al • ® wr.er **,40r Y-r*rrrr •r�Y7T h�nc m.. lee n:mA Mentor ell tom 48v.m FRONT SIDE 0 NOKIA TM ON, 9 9 e 90 o ® 0 Ouw'Paver max "5a WC Output Power.mew. 2000 nos ea* Environmental(*matins tip Tana opersocn -NI_MD'C Temper:num nonage 40-'5.0 B1717+ST.BOULDER OULDER P Temperanm.nu. .•w-*TO•C SUITE 300 NOKIA CSR IXRE V1 ROUTER Hummny..°parse.,an°now. ex-95x WEIGHT: 11.2 LBS. Ahe.de operator and storage O-4oa0 m _ _ OK 74119 e°°nng lmernal,.,,. PH:TU PH:(91(918)587-4630 SIZE (HxWxD): 1.75x17.25x10.0 IN. VMa4on ETS30]O0.2 www.btgrp.com Shock ETs390030-2 Drop ET33000192 EMC FCC Part 15 Safety W.S23138-1 ,,,a a a.e MI Sand Power lymnmS PmMaon 4104 113050jas:20 is.sac ps Fuse OP�s -30.,44+530A - -- D . alap.eeaaer Weglx «at911T�et T-MOBTI,F•SITE NUMBER: wemm _-.immmommimmimin. Dimensions lHx WxDI 44x483a 3e3 min ti.l'a 19.0rx ta.3-I eneXtle brackets,enrol PSU unawt SKU 34132 P008081A TOP unswianwxworanu ma mar P.tne>otptis my e...swe HCS 2.0 J-BOX WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. aEnsa3n DcmrwEareupsuav a 3 BU#: 879526 SIZE (HxWxD): 14.0z16.Ox8.0 IN. ROG autxl ra-rux:rv0wer duelbr.awe eyn agree oc ports, spraos. 3 UM MS13/1 GStEtU6/0owadaMp°fav4nenUµa a 3pepwgfacac.fhrkmWe TIGARD A3 10105031t30 rust Namara.tOn U. I 3 Mies b to each a2 HR19912I/M` Namara.3 RISE 1.10.000/aOa,pi.Us 1 3 fm.a ea*a[ ..3 HHlnp33136 HrtEHaDEMMIA MN,IA 3 31minin each ae 8777 SW BURNHAM STREET PSU WEI HT : 17.2 LBS.BOOSTER13 VOLTAGE TIGARD,OR 97223 SIZE (HxWxD): 1.7x 19.0x 14.4 IN. CHCS2.0 J—BOX DETAILS O NOKIA CSR IXR3 V1 ROUTER O PSU 4813 VOLTAGE BOOSTER SPECS EXISTING SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 1001 Ott MONOPOLE ISSUED FOR: REV DATE DAWN DESCRIPTION DES./QA 0 3/31/21 LHT CONSTRUCTION MTI SPECIFICATIONS CHAPTER 12,SECTION 1208 CAPACITY(AN NOMINAL DIMENSIONS NOMINAL ELECTRICAL ENERGY STORAGE SYSTEM MODEL VOLTAGE INCHES MILLIMETERS WEIGHT NUMBER 8 HR TO 1.75 VPC 10 HR TO 1.8 VPC 125' at 25' A B C A B C LBS Kg 1206.2 SCOPE: NSB 190FT STATIONARY STORAGE BATTERY SYSTEMS HAVING CAPACITIES 12 183/186 AH 187/190 AH 22.0 4.9 12.6 560 125 320 124.3 56.3 External Connectors RED BATTERYEXCEEDING THE VALUES SHOWN IN TABLE 1206.2 SHALL COMPLY WI SECTION 1206.2.1 THROUGH 1206.2.12.6,AS APPLICABLE. DC-Out 4z 6mm' BATTERY STORAGE SYSTEM THRESHOLD OTT'S 14�, , y� ELECTRICAL DATA CATTERY TECHNOLOGY CAPACITY ALLOWED #M LEAD ACID,ALL TYPES 70 kWh(252 MEGAJOULES) 4. 9( ', r !' •'+,:. is '• J Bin. lE ` MODEL NUMBER CIRCUIT T RESISTANCE A11 VOLT �� r`s t �ii VOLTAGE J" .,��•w .. �. CURRENT (m0hma) Its / Mlliulirr. NO.OF If,» --�rx I NSB 190FT RED BATTERY SOOOA 2.8 VOLTS AN kWh 190 1000 BATTERIES TO36.48ncGJ,3/31/21 12 { 3St -:_ 4 • CONCLUSIONS: 16 ITTo1 f, '1x' ..,. FLOAT VOLTAGE 36.48 < 70 kWh SECTION 1206.2 DOES NOT APPLY• �mr3.4I '"_ ,L IO OI '[agication 01?560/ CONSTANT VOLTAGE CHARGING IS RECOMMENDED 7 ®Gaut OC-n aRIO B8 EXT RFIEXT PwProSN P93Rro51e sFP+ ®SFP VP* RECOMMENDED FLOAT VOLTAGE:2.27+/-0.02 VPC NOKIA FSMF B&T ENGINEERING, INC. WEIGHT 55.11 LBS SIZE (HxWxD) 52.3"x17.59"z22.4" _.... .. 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. NORTHSTAR — NSB 190FT RED BATTERY SHEET NUMBER: . REVISION: O®4 NOKIA FSMF ®SCALE: NOT TO SCALE C4. 3 SCALE: NOT TO SCALE t J / N 13'-5"WORKING CLEARANCE ..T. • •Mobile ■ ■ ■ 1Z-3" r 8960 ALDERWOOD ROAD PORTLAND,OR 97220 9" 9" 2'-6 9" 2.-6., 4"REAR • f A CLEARANCE t CROWN CASTLE a I 1505 WESTLAKE AVENUE NORTH,SUITE 800 PROPOSED DELTA PROPOSED DELTA SEATTLE,WA 98109 = 1 (FUTURE) (FUTURE) HPL3 600A DC CABINET LB3 BATTERY N CABINET W 4 W B+T GRP U 1717 S.BOULDER O SUITE 300 .— Z TULSA,OK 74119 I 2 PH:(918)587-4630 Or U www.btgrp.con) ih \\ / T-MOBILE SITE NUMBER: P008081A \_-- I BU#: 879526 L _________,t TIGARD PLAN VIEW 8777 SW BURNHAM STREET TIGARD,OR 97223 EXISTING 100'-0"MONOPOLE —PROPOSED DELTA LB3 BATTERY CABINET PROPOSED DELTA PROPOSED DELTA LB3 (WITH PROPOSED DELTA HPL3 600A DC HPL3 600A DC CABINET BATTERY CABINET CABINET&(2)FUTURE CABINETS BEYOND) L� 1 1 ISSUED FOR: O a a I` REV DATE DRWN DESCRIPTION DES./QA i ' 0 0 0 ) ° I I' �, _ °i )I 0 3/31/21 LHT CONSTRUCTION MT] w' ' 1 (;I 1 I Z I II U W t 5j 2 V 1- (FUTURE) (FUTURE) I (I[ ' a Q 1 , ,°- O ! 1 1 '0, I iol a: ccj Ili ! `) 1.1.I, I I > I l o ill I, l l EIJI m ` 1 1, II 0 ' 4 t I 3/31/21 11g11 hSOM -I �, L - - - -Qn J - - - (Ex9i_aton Dro6/30/22I SKU#33554 DELTA 6"PLINTH - I I m 4"REAR 2'-6" 9" 2'-6" 9" , 2'-6" 9" i 2'-6" x ' CLEARANCE / Jr .1, x K k k- -- 13'-5"WORKING CLEARANCE .4-- — e SIDE VIEW FRONT VIEW SKU#33554 DELTA 6"PLINTH B&T ENGINEERING, INC. 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. EQUIPMENT LAYOUT SHEET NUMBER REVISION: 1 SCALE: NOT TO SCALE C_5 O 4 1 MANUFACTURER: DELTA SHIPPING HOOKS TO --1x — 20 _x •1 ■ ■MV ile ■ ■ a BE REMOVED AFTER MODEL: HPL3 SITE SUPPORT CABINET INSTALL (4X)5/8"OFOR CABINET CABINET ANCHORAGE 8960 ALDERWOOD ROAD 551 LBS i• '= =_- PORTLAND,OR 97220 WEIGHT: (WITHOUT EQUIPMENT) °'� j DIMENSIONS: 30.0"x35.0"x72.0" ----- [1 KNOCKOUT NOTE: I I I CROWN • CORRECT KNOCKOUT TOOL REQUIRED I FOR PUNCHING KNOCKOUTS. DO NOT DC CABLES ` ®""_,-- - ' __+____ CASTLE DRILL KNOCKOUTS THROUGH I (RED) 1505 WESTI AKE AVENUE NORTH,SUITE 800 I SEATTLE,WA 98109 • CONDUIT MUST BE PROPERLY SECURED I TO PREVENT DAMAGE TO CABINETS AND/OR CABLING ( III - - RACK ASSIGNMENT -� - 4- �+�BOULDER �E� RU SLOT DESCRIPTION DESCRIPTION - fd �.T✓! �!/!A/�'�ilI° SUITE 300 risiissar��rrr` "` +'�� I TULSA,OK 74119 27 ✓ '� IE_ kt_- PH:(918)587-4630 26 p www.btgrp.com 25 (� —_i- FIBER CABLES 1.A"✓ 1�.' r (YELLOW) rrrrf.•rvarr ., /�% 24 AIRSCALE [n 2." 2223 Q ISO VIEW N.T.S. —� . , s, _,_ =. 22 FIBER MUX N %,5.1,21712.E T-MOBILE SITE NUMBER: REAR VIEW FRONT VIEW '�� P008081A 21 co26.7" KNOCKOUT �'>' - i r E _..t� 20 AIRSCALE N 20" -. 19 cn x A. 4x.75in "-'"` . 18 FIBER MUX - -FOR CABINET �����i����il�,/��i, BU#: 879526 i 1. ATTACHMENT TIGARD 17 vil ,, - N,. ETHERNET 16 AIRSCALE ° •'r ''' CABLES --- ---- t5 I - (BLUE) 8777 SW BURNHAM STREET 14 FIBER MUX • 1 1 '. -=`'- TIGARD,OR 97223 13 .cn ao I ACCESS PLATES •12 AIRSCALE -USE T25 TORX ACCESS ‘ KNOCKOUT PANEL EXISTING ii = 10 FIBER MUX �', 100' 0"MONOPOLE • 9 r m.. . - LEGACY 8BASEBAND }--� 124" x ` 5. r PLAN VIEW 26 7" 6 LEGACY SKU#33554 DELTA 6in PLINTH SKU#33554 DELTA 6IN PLINTH INTERNAL ROUTING ISSUED FOR: " 5 BASEBAND X 37" ♦ 19 REV DATE DRWN DESCRIPTION DES./QA 4 PLAN VIEW SIDE VIEW 3 --- X 5" 4. 32" x 0 3/31/21 I.HT CONSTRUCTION MD LEGACY 2 BASEBAND BATTERY CABLE ROUTE KNOCKOUT.WITH THE FIXED 1 pm.- -(1)2"LB OR LL(LL PREFERRED) DC BREAKERS RECTIFIERS LENGTH OF BATTERY CABLE `1 -_- - SiL - M FOR THE DC WIRE RUNNING PROVIDED,THIS IS THE ONLY I - --�* -- - .t� `� O Q i,. FROM THE DC RECTIFIER TO t O O O i �"'�� i�- KNOCKOUT YOU CAN USE. • • • • • a 111 THE COVP.FOR HCS 2.0 THERE 0 0 • • • • • � I. ARE(3)PAIRS FORA,B,G .r"-1 `"-r,, i��'": 0____0 C�-- I - CSR SAR/SAS " " " (1)4"RIGID CONDUIT • '( .t (WATER-TIGHT)FOR " � s • ROUTER THIS PANEL OF KNOCKOUTS ROUTING BATTERY CABLES I 3 ; INTENDED FOR RUNNING DC �� af���4PM, TO THE RECTIFIER. ` WIRES TO THE COVP i / PROPOSED I 11 i VERTICAL BAR + 'k f AIRSCALE '.o 1 T�"� BASEBAND S'1 (1)2"OR 2-1/2"LL OR _ [�- WATER-TIGHT GROMMET IS USED ,..---• "� J A. BACK PANEL t, i� HERE FOR THE BOTTON FIBERn /I/ IRU FIBER '�/!%i////G%I/:AD�//�/i FOLDS OUT - j JUMPERS TO&FROM THE COVP / MUX/DEMUX - V - HORIZONTAL + .. J � -d-;- d'?` CABLE INTENDED FOR AC ,�` FIBER ROUTE OPTIONS �,'��������` MANAGEMENT s INPUT WIRES FROM PPC BAR 410011 3/31/21 \� PROPOSED LEGACY REGC „ ' GROUNDING '1- E 1 2"LL IS USED FROM A --- BAR LOCATION BASEBAND NRo Tul1 ti 1"KNOCKOUTS ARE O 4 INTENDED FOR(1)DC POWER FLEXIBLE TO RIGID CONDUIT IFxpirahon Date e/so/22{ TO THE CIENA,(2)ETHERNET THAT RUNS ALL THE WAY TO /' OR FIBER CABLE FROM THE THE PPC FOR AC WIRES CIENA OR TELCO.(3)ALARM THAT TERMINATES TO THE SKU#33554 DELTA 6"PLINTH SKU#33554 DELTA 6"PLINTH CABLES FROM THE PPC CABINETS AC TERMINALS ��/ "` FRONT VIEW LEFT VIEW RIGHT VIEW (OPEN) B&T ENGINEERING, INC. 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. DELTA HPL3 SITE SUPPORT CABINET SHEET NUMBER: .- REVISION: O SCALE: NOT TO SCALE C_6 0 1 T • 'Mobi1e . • • MANUFACTURER: DELTA 30" MODEL: LB3 BATTERY SUPPORT CABINET x X WEIGHT: 509 LBS(WITHOUT EQUIPMENT) f 30" f 5'REAR 8960PORTLAND,ALDAN OD ROAD DIMENSIONS: 30.0"x35.0"x72.0" 29.5" OR 97220 •iw — r / ,A I CLEARANCE 22.2" -X NOTE: �- 4x.75" FOR CABINET • o (4)5/8"0 CROWN • CORRECT KNOCKOUT TOOL REQUIRED FOR co o ATTACHMENT FOR CABINET CL: CASTLE • PUNCHING KNOCKOUTS.DO NOT DRILL • ANCHORAGE KNOCKOUTS THROUGH. ! , 1505 WESTLAKE AVENUE NORTH,SUITE 800 - i a, SEATTLE,WA 98109 • CONDUIT MUST BE PROPERLY SECURED TO Z„ E'i . Zo PREVENT DAMAGE TO CABINETS AND/OR CABLING of N I ACCESS PLATES i USE T25 TORX ° v o a , _ _.._ o o F B+T GRID T ,r,�rTor ll 1717 S.BOULDER �' SUITE300 'L TULSA,OK 74119 26.6" i ,,.,.,_ PH:(918)587-4630 .-_ --._ .-,y `\ www.btgrp.com b , SKU#33554 SKU#33554 \ PLAN VIEW DELTA 6"PLINTH DELTA 6"PLINTH PLAN VIEW \ PLAN VIEW SIDE VIEW \ (ANCHORAGE) ` T-MOBILE SITE NUMBER: \\ P008081A SHIPPING HOOKS TO BE REMOVED N BU#: 879526 AFTER CABINET INSTALL ..-, TIGARD / �e-__ 8777 SW BURNHAM STREET ( HIV'I TIGARD, OR 97223 III 0 ,� 41" r 0 °o g°o IIIIIIIII 35" .• 6" f EXISTING 0 0 0 Q IIII III II r 100'-0"MONOPOLE III _ . .• . _ •• . BATTERY CABLE ROUTE TT TT 1I1I1IIIII1 O O O � ,a� KNOCKOUT,WITH THE FIXED ® ;f 1 0 0 0 ,I LENGTH OF BATTERY CABLE ISSUED FOR PROVIDED.THIS IS THE ONLY KNOCKOUT YOU CAN USE REV DATE DAWN DESCRIPTION DES./QA III III + o- . 0 3/31/21 LHT CONSTRUCTION MTJ IIII 1 ® ' (1)4"RIGID WATERTIGHT F Ilillll I a j CONDUIT FOR ROUTING BATTERY 0• O RECTIFIER CABLES TO THE ® BATTERY BRACKETS: g iiiiii 1d� o .111F+il: o, r • 1 • NCI 111� III A 4X BATTERY SHELVES • rl� • O m' ® ; 1 UP TO 200AHg ail :} 9 3-/31/21 , I`r GR'cGON I , , .,r i3 zr56 • 'r q, BATTERY VIBRATION<ilia cyA�TUZt~` III Ill ® 1', MOUNTS lErDi•a!ion 0a7e6/30/721 I��I (IIII SKU#33554 DELTA 6"PLINTH Zo SKU#33554 DELTA ' 6"PLINTH FRONT VIEW B&T ENGINEERING, INC. ISO VIEW SIDE VIEW FRONT VIEW (OPEN) 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. DLB3 BATTERY CABINET DETAILS SHEET NUMBER: ' REVISION: SCALE: NOT TO SCALE _7 0 ` / N To • •Mobile . 8960 ALDERWOOD ROAD PORTLAND,OR 97220 CROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEA1ILE,WA 98109 CABINET FRONT DOOR-SWITCH DC LAMP DOOR BONC DC LIGHT 3798XXXXXX FAN TRAY 1 = cDM d '0 ' ® OV -4NV B+T GRP 10 POSITIONS ® FANFAN 1717 SUITS.BOULDER GROUND BUS BAR(RETURN) ..4 000 00 C.NN1 CR62 TULSA,OK 74119 0 00 1.FIN+ -- PH:(918)587-4830 _ -.. I www.btgrp.com 2AWG .4.PW1/ -3.FAN .... .... C210 i BUSCOM OVDC FOR NEATER CONTROL®.. t 3TEYP 4 ®. �t^t 1NY 6.GND &PWM ilA _w,.g 12 RIMxWNG... 4 S x.S.ND CU 1R A I3 _.... <S3/ _ g BUS511R(-180NOC) FOR FAN CONTROL@ ) IiE�MP '�©© .�. 5505601285 FAN TRAY 2 -_.--... :' RTim► ,,,N.0 ® it SMCNDUNC 1 " J.NG C.NN3 C:FOR T-MOBILE SI1'E NUMBER: u 4 I 1.NAZI 1.FIN _ __•• g ITpIP -2 BUSCOM 3.ADRIA 4.41. POWER SHELF *.EMP ©� IRO 4.PM� O.FAN- .: ile,+� P008081A g u u SE 46H/HH A ®a as o 5.GND s. bL`Ef .. 4 B.GND 6.PAL wa _ I _.. A ®� p BU#: 879526 C."' ,..,. ,�7]7'� co,1 I M N GND 1.C.NNAY i.FAN+ __ ... .• -.. -_-_ TIGARD OD CONVERTER OCS 24/ S) -- - 3.W15C(W 3. ,.u O.0 Our D.0 IN 4691. '' O 4.PNO 3.FAN- .. PINt'&LEAUNNA 101'1LOw.P0 oII t � 1 USYS :, x:2AIi 5505604285 s,aim s.P69 m a PRITYEILDIY,PNN 2.uss. :3 ♦DI, P.N.RED.FANAN- 8777 SW BURNHAM STREET --. JUMP SEMNG PW4:Rm.FAN+ , © o FOO ALARM CII-I8-A-t3 _ -..... SS0560,285 -� - TIGARD,OR 97223 CNNS SHORT FAN TRAY 3 Il,' CNN6 SHORT -6 C.NN/ CNN7 OPEN CNN} -- -. OPTION CLINT OPEN 1.NAY I.FIN ,,,,, FAN FAN car-_ CNNs OPEN ausca/ i HAM H- OuSCON „4, �� EXISTING i CMS) v CANTO OPEN 4.RN 3.FAN 100'-0"MONOPOLE ,. 5.CAD 5. ... Am 6.GNU 6 PMM ..- _ C.NN1 C.NN2 _N 400A SB350 i.NAY i.FIN+ -_ ...1 FILTER DETECT SENSOR ].BUSCOY 2.NNRM,,,,,; ®p o sB oR N 3 B15C0Y a N0 ISSUED FOR: 1.FIN 3.FNi .. CqA ©411 SB350 6.CND 6. ..m. NC - - ©ll TO SBJ OR LBJ 6.GNO 6.RN ... O-16-A-13 .... REV 1 DATE DRWN DESCRIPTION DES./QA SB350 5505oo126s 0 -- O TO DENSE( ALTER NAY - 0 3/31/21 LHT CONSTRUCTION MTI 400A• SB350 0 NAY ara14 .__. O 9ATO CORSET 1.FAN..__ IA ,,,,,, U5COY 3.NARY,,,,., . u 3 1 B3..BUSCOM 1 FM u u. • 400A SB350 <2P1r-tld., II9A w,1 a+D s. ,.U © TO CENSEf 9A a o 6.G. 6.FMY a m- Q 200A SB175 (00011 TO v2 BATT SB175 loom AC NEATER(LEFT) 1000W AC HEATER(RIGHT) 2006 P/6 5015036500 P/N 5015036500 _ 4 i 0� 00 02 BATT �-1 _ rtzl POWER ALIEN -. POWER NAM till REAR DOOR -SWITCH DC LAMP k. 7 7 $ i ". €ig i: - --- ,NC DC LIGHT c v a.. G 9o9g COY o(Om-® 06 -1Bv I.'-I III er.-..a:i„,,......,-.11k 0 u z1- (DLL; 1 3/31/21 CONNECT TO AC WREAKER CONNECT TO AC REENTER I' OREGON .`,v'3 21S. Expir3tOn D.112. .3_ 10/22 B&T ENGINEERING, INC. 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. DELTA HPL3 SSC INTERNAL CABINET DIAGRAM DELTA HPL3 SSC RECTIFIER DIAGRAM SHEET NUMBER REVISION: DSCALE: NOT TO SCALE ®SCALE: NOT TO SCALE C -8 0 r NOTE: DMANUFACTURER INSTALLATION GUIDE I • •mobMS PROVIDED ARE PER 1 ile • • • 8960 ALDERWOOD ROAD PORTLAND,OR 97220 i C1°.% CROWN ‘,..• CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 0 0 00 0 0 0 0 BUSCOM [+OV] g g J - - J J p +T GRP 1717 S.BOULDER SUITE 300 CANBUS CANBUS CANBUS CANBUS CANBUS CANBUS TULSA,OK 74119 XC1 1 XCt I XC1 I 1C1 I im I X01 PH:(918)587-4630 13-1 L2-'PE u-212-:PE a-su-WE PE PE L_ E www.btgrp.com 17A ]= 11711A�� 1+ r7 "j n J 17 ( . 17 "I 0-- 0 OS 10 © © OO I L�� c14-*1 Ll 1..11-*1 I..l�-.1 LI 1 11-.1 1,4---I p �1 o o-- a— o-- o— �{�_ 1 -* m tsz�n ro u12 MU TO 1e2 s1lr TO un BAIT L RM 1.1.1 RM 1.1.2 RM 1.1.3 RM 1.1.4 RN 1.1.5 RM 1.1.6 0 /• • • O Q Q O /Q Q O • • • O T-MOBILE SITE NUMBER: MBER: 1\• • • 0 (a(d o(\(a(a o • • • O POO8081A 0 0 0 0 0 ' qNo.l _ o o Po5SITIOND27t6 ry BU#: 879526 • 1 - T I b �� _ -,aDF,m-,a _ TIGARD DC SPD Q -0 ,_ u CANBUS CANBUS CANBUS CANBUS CANBUS CANBUS I �� P/N201315571311 xc1 xc1 c1 xc1 [Nil 1 75A 75A 8777 SW BURNHAM STREET I 0 M1+L-- CRC PN:5505605183CNC1 1- PE ,- E L,- -1aPE u- PE 1- >PE PE O® n d 1 1 _ (E)200A,120/240V,1PH,3W METER TIGARD,OR 97223 17A �— 17 � 17-" _ 17 17, [ 17 I[1--, 'i 2 I SOCKET WITHIN NEMA 3R ENCLOSURE E)(1)#4 CU,3/4"C.TO 00,.= I q , , GROUNDING SYSTEM(VIF) v7 - _ICANG-+I[[ l CAN -.1 -.[ CAN -1.1--CAN[]� CAN 6 6 EXISTING ag ® c�"O 100'-0"MONOPOLE s <I OM RM 1.2.1 RM 1.2.2 RM 1.2.3 RM 1.2.4 RM 1.2.5 RN 1.2.6 w�o L� . L IT 200A, -gR ® O O ID CNc1 CNC2 (E)CONDUIT FROM/ 2P _ 11 o a— 12. O= O D f3 POINT OF UTILITY fh CONNECTION E)(3)#3/0&(1)#6 GRD, I I le-'-. —<a, _ 2"C(VIF) BREAKER RAIL BUSSMR —8V ® I I® ZM 1=7: iv.5505604056 AC FAIL ISSUED FOR • g rr • • • • • • • a• • hI- go O [,.-`� t® CNF15RELAYWPREV DATE DRWN DESCRIPTION DFS./QA II 03/31/21LISTCONSTRUCTIONM1Jr g € aco 0 18 aN [ —VI ea-5— 6A)CD BATTERY TVSS m :. H 1 e 0-- mn L ins, cNP14 CABINETTIER • • • • • •� m• 6$tc& ;: "� • IOBACKUP)(� Y PANEL (E)200A GENERATOR OOm ARECEPTACLE BUSCOM [-8V] �1 1 M�Bus2 (N)(1)#2 AWG• • • • • • • • • • • 3/4"C TO(E) I141BUs3 GROUNDING - - SYSTEM N)0 AWG GRD,2"C NDELTA HPL3 600A SITE 12 POSITION 7,w D2 J 2 19 POSITION 0--z 19 POSITION OC ® Al SUPPORT CABINET P/N:550560995 c5i D1 m t? P/N:5505604292 w 0 P/N:5505604292 0.1 ti � `` L I s1 ta4l ' I I"I"_""-1 i i 7A a$o' LOADS Z ,7 f I in '� . rj o ////////////////// 12-12DO , no 12 12 L. I1 I241oI -.eo .,,•uw- � `� r/IlxLI L.WIPr R >>ETHERNET aNwN NN �u•a• 8,9Np§9 1� 3/31/21 FAN 1 4,0F'fi0 ; 3. 751 cti4O 70-°-, -1 IExpita,,on DatS6/30/221 B&T ENGINEERING, INC. 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. ODELTA HPL3 SSC DC BREAKER WIRING DIAGRAM CD DELTA HPL3 SSC TYP. ONE LINE DIAGRAM SHEET NUMBER REVISION: SCALE: NOT TO SCALE SCALE: NOT TO SCALE C—9 0 1 Configuration 56790EZ_SR ET •Mobile • . . * For 5G and LIE Airscale BB dimensioning refer to Fiber Port matrices. 8960 ALDERWOOD ROAD PORTLAND,OR 97220 (Alpha, Beta & Gamma) FDD Lowband CROWN B` +MBOcto CASTLE Pa Antenna P12 (1700) —5 MHz Ck: /y�} 1505 WESTLAKE AVENUE NORTH,SUITE 800 B 71 �l.6atl) —1� MHz SEATTLE,WA 98109 071 (Nib)— 10 MHz L194 FD ba B+T G Dv+ ++� ►ld 1717 S.BOULDER SUITE 300 121 8�/� (I �}10 ) — 0 MHz TULSA,OK 74119 7�r 4,+�,A + LJ MHz 1 i a PH:(918)587-4830 www.btgrp.corn _ 82 (L1900) —20 MHz n; B25 (L1900) — 20 MHz a4 u SRAN —GSM RCS T-MOBILE SITE NUMBER: P008081A A 7 6 S 1 4 3 2 1. TDD- Band 41 BU#: 879526 L2 5(2.5GHz)--60 MHz TIGARD N41(2.5GHz)—100MHz 8777 SW BURNHAM STREET 1-,, +2nd carrier (<=80MHz) TIGARD,OR 97223 EXISTING AHLOA AHFIG 100'-0"MONOPOLE 70 +000 AWS+PCS ISSUED FOR: REV DATE DAWN DESCRIPTION DES./QA 0 3/31/21 LHT CONSTRUCTION AM Top .rll - ,-m — ara. s wMe. .w.. +�.. w. «. w.a wr wr w Ground ' HCS2+O HCS2.0 y TowerTop TowerTop j t a ErR, ifi!,... ,--'''' :44A t SRAN LIE+ GSM 3/31/21 t II 0FEG0'1 I F$MF cy4D}TUlT"'' 5G Airscale A. GSM LExpiraG,n D2`gb/O/ PCS LIE FDDITDD B&T ENGINEERING, INC. Airsc:ale1 IT IS A VIOLATION OF LAW FOR ANY PERSON, I UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, I TO ALTER THIS DOCCiMENT. O . FINAL PLUMBING DIAGRAM SHEET NUMBER: REVISION: NOT TO SCALE C— 1 0 0 r N N 1. ALL NEW CONDUCTORS TO BE INSTALLED SHALL BE COPPER. IF ! lMobile ! • ! ALL CONDUCTORS SHALL BE THHW, THWN, THWN-2, XHHW, OR XHHW-2 UNLESS NOTED OTHERWISE. 2. CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ITEMS SHOWN 8960 ALDERWOOD ROAD ON THE ELECTRICAL ONE-LINE DIAGRAM AND NOTIFY THE PORTLAND,OR 97220 ENGINEER OF ANY DISCREPANCIES. 3. ALL GROUNDING AND BONDING PER THE NEC. 0(' CROWN ,. CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 V (E) UTILRY COMPANY TRANSFORMER p B+T G R P r - - SUITE.000LAER J TULSA,OK L _ _ J 00 PH:(918) 73 PH: 587-4630 www.btgrp.com (E) WIRE AND CONDUIT (E) 200A, 120/240V, 1$3W, NEMA 3R METER ENCLOSURE T-MOBILE SITE NUMBER: r P008081A L _ _ J BU#: 879526 TIGARD I- - - 1 I (E) 200A, 240V, 2-POLE, SERVICE RATED, NEMA 3R DISCONNECT 8777 SW BURNHAM STREET I \� N TIGARD,OR 97223 FINAL PANEL.SCHEDULE I I EXISTING BUS L - - J 100'-0"MONOPOLE LOAD POLES AMPS AMPS POLES LOAD LI L2 TVSS 2 60A 1 2 20A 1 TELCO RECEP (E) WIRE AND CONDUIT 3 4 15A 1 GFCI SPARE 2 - 5 6 15A 2 BBU PRIMARY _ GR 7 8 r - ISSUED FOR: 1 MMBS 2 100A 9 12 100A 2 HPL3 I REV DATE DAWN DFSIPTTION DES./QA RATED VOLTAGE:■120/240 0 1 PHASE, 3 WIRE BRANCH POLES:012 1124 030 042 APPROVED MF'RS 200/2I )200/2I 0 3/31/21 um CONSTRUCTION MIT RATED AMPS: 0100 ■200 0400 0 CABINET: ■SURFACE ❑FLUSH NEMA 01 IN 3R 04X \ (E) 200A, 120/240V, 1OW, NEMA 3R, PPC WITH INTEGRATED ❑MAIN LUGS ONLYIMAIN 200 AMPS!BREAKER ❑FUSED SWITCH ■HINGED DOOR ■KEYED DOOR LATCH • /� MANUAL TRANSFER SWITCH, LOAD CENTER, AND FACTORY WIRED I GENERATOR INTERFACE FOR PORTABLE GENERATOR ❑FUSED ■CIRCUIT BREAKER BRANCH DEVICES El TO BE GFCI BREAKERS FULL NEUTRAL BUS 'GROUND BAR 1/ CONNECTION. LOCATION OF MAIN BONDING JUMPER. -ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL REPLACE EXISTING WIRES FOR EXISTING SPRINT CABINETS WITH (3) 1/0 AWG THWN (COPPER) AND (1) #6G AWG. MINIMUM CONDUIT SIZE TO BE 2". IF 100A BREAKER WILL NOT PROPERLY FIT IN EXISTING PANEL REPLACE (E) PANEL WITH SQUARE D PANEL Q012040M200RB (OR APPROVED EQUAL). UPGRADE FEEDER WIRES TO MEET AMPACITY IF NEW PANEL IS REQUIRED. FINAL PANEL DESIGN AND CALCULATIONS FOR WIRE SIZE WERE BASED OFF OF EXISTING PHOTOS (3) 3/0 WITH #6 GROUND IN 2" CONDUIT 200/2 /-\ t~- O L I t ai4• (2) 2" RGS FOR DC CABLES � ' Allf 3/31/21 11 0RE90N ,3.2"P di `No TUSOv- NEW DELTA NEW DELTA BATTERY CABINET SSC lrirariort Gzt96/30/ I B&T ENGINEERING, INC. 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. SHEET NUMBER: • REVISION: DAC PANEL SCHEDULE ONE LINE DIAGRAM SCALE: NOT TO SCALE ')SCALE: NOT TO SCALE IE - 1 0 t / N GROUNDING PLAN LEGEND #6 STRANDED COPPER WITH — _ GREEN INSULATION GROUND WIRE �(''1r 1.1 _ _ GREEN INSULATION GROUND WIRE '�d:ra'4i� — — �'2 BARE, SOLID, TINNED COPPER GROUND WIRE 8960 ALDERWOOD ROAD ■ EXOTHERMIC WELD PORTLAND,OR 97220 -, COVP ON ANTENNA LEVEL SYSTEM MODULE- /-ANTENNA • MECHANICAL CONNECTION _ r E - ANTENNA PIPE MOUNT_. `1 COPPER GROUND ROD III DIPLEXER-. GROUND ROD W/TEST WELL C ROW N NOTE* �,,,, CASTLE 13 SEE FINAL EQUIPMENT PLAN FOR PROPOSED 01505 WESTLAKE AVENUE NORTH,SUITE 800 1 '•� •� EQUIPMENT REQUIRING GROUNDING. CONTRACTOR TO SEATTLE,WA 98109 ®4�� VERIFY EXISTING EQUIPMENT GROUNDING IN FIELD. II I CONTRACTOR TO VERIFY IN FIELD AND INSTALL ANY I MISSING T-MOBILE GROUND BARS ON SITE. I ILi up I I__ - - - - i I I I;;=ate BI+TO LDER ER P Ilp 8 1pr • • TULSA,OK 74119 300 o A I A ::o PH ww(,btgrp cco7-4630 m UPPER GROUND BAR- � (REFERENCE G-2) - MIDPOINT GROUND BAR—'• J. T-MOBILE SITE NUMBER: (AS NEEDED) P008081A ANTENNA LEVEL BU#: 879526 TIGARD GROUND LEVEL 8777 SW BURNHAM STREET H ;-ICE BRIDGE TIGARD,OR 97223 1 H I I / i EXISTING coup ON GROUND 100'-0"MONOPOLE LOWER GROUND BAR- / (REFERENCE G-2) - " �� H - , .-..UTIUTY FRAME POST - (TYP) - MI NE - ISSUED FOR: ® I REV DATE DAWN DESCRIPTION DES./QA I � — — �� I 0 3/31/21 LHT CONSTRUCTION MTJ ,,. O ,I C --NOKIA -AMOR _ _ " '• SUBRACK n D * ll I, 0 L • r' 11111111__.._SYSTEM MODULE P_ I- � — / ^GFEGDN 1 �, EQUIPMENT I I Cy4plrvj.ly� ,1 w - GROUND BAR --- r S J I I va,0•1 Da:56J�/ —_ • 1 I I B&T ENGINEERING, INC. 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. CI TYPICALFINAL GROUNDING SCHEMATIC SHEET NUMBER: REVISION: SCALE: NOT TO SCALE N. . 1II -- 1 O ..., r 1 --- TO ANTENNA COAX F--- TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE ¢ j' COPPER/GALVANIZED GROUND BAR -'�' -- COPPER/GALVANIZED GROUND BAR -� - #6 GREEN INSULATED YA6C-2TC38 3/8" - 16 NC SS 2 BOLT • C rLi(d / gam` ( j #2 SOLID TINNED YA3C-2TC38 3/8" - 16 NC SS 2 BOLT ■ ■Mo1 l ■ ■ ■ of61 0 o o O o O o 0 o O o O o O o pl o�o 0 0 0 0 0 0 0 0 0 0 0 0 02 STRANDED YA2C-2TC38 3/8" - 16 NC SS 2 BOLT ��,/j 0 0 0 00000000000000 0 0 0000000000000 00001,0000000000000000(D 1;1Q o 0 0 0 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 8960 ALDERWOOD ROAD 4/0 STRANDED YA28-2N 1 2 t / " - 16 NC SS 2 BOLT PORTLAND,OR 97220 `-- #2 SOLID TINNED COPPER I CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/ LONG BARREL--- —HEAT SHRINK c i GROUND RING (2 TYP. FOR (SEE CHART) / (CLEAR) TWO HOLE LONG BARREL TWO HOLE LONG BARREL COMPRESSION LUG BOTTOM GROUND BAR ONLY) CROWN $ COMPRESSION LUG (TYP) (TYP) NUT (TYP)--„ LOCK WASHER (TYP) , (:::;1'.." z NOTES. NOTES. `• CASTLE 1. DOUBLING UP "OR STACKING"OF CONNECTIONS IS 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 1505 WES17 AKE AVENUE NORTH,SUITE 800 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 SEATTLE,WA 98109 BOLT (SEE CHART) ANTENNA GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL �0 ----BURNDY TWO HOLE LUG ( ) W/ LONG BARREL G }SCALE: NOT TO SCALE }SCALE: NOT TO SCALE �� (SEE CHART) BARE WIRE TO BE TREATED B+T G R P /� WITH NO-OX AT BOTH ENDS 1717 S.BOULDER `> L SUITE 300 1 TULSA,OK 74119 NOTE: PH:(918)587-4630 www.btgrp.com ---STRANDED ALL GROUNDING LUGS ARE TO BE �' (SEE CHART) INSTALLED PER MANUFACTURER'S 0 SPECIFICATIONS. ALL HARDWARE 3/8-11 1'TAMPER •- ® BOLTS, NUTS, LOCK WASHERS SHALL • RESISTANT BOLT BE STAINLESS STEEL. ALL HARDWARE #6 MIN. FROM ANTENNA_ (TYP) ARE TO BE AS FOLLOWS: BOLT, FLAT C� CABLE GROUND KITS INSULATORS —, _ !� WASHER, GROUND BAR, GROUND T-MOBILE SITE NUMBER: SEE NOTE 2. +. �� LUG, FLAT WASHER AND NUT. P008081A ,-e ronil (TYP) WALL BRACKET -- 0 0 MECHANICAL LUG CONNECTION BL #: 879526 p 0 0 CD SCALE: NOT TO SCALE TIGARD GROUND BAR ON SHELTER. ICE- i111k . 8777OO• O \;i! 0 GROUND BAR (4'x20' STAINLESS STEEL BOLT C�+i7 LOCK WASHER —% (1W) EXISTING ING P/N Mp) STAINLESS STEEL 1 rr O FLAT WASHER 1OO-O MONOPOLE TWO-HOLE COMPRESSION LUG 2-HOLE CRIMP/ �, (TYP) TWO HOLE LUG, OR- - GROUNDING SHALL BE- EXOTHERMIC WELD TO BE ELIMINATED WHEN GROUND COMPRESSION USED WITH #2 BARE BAR IS ELECTRICALLY BONDED CONNECTOR CONDUCTOR WIRE TO — TO METAL TOWER NOTES: GROUND BUILDING SERVICE GROUND OR GROUND RING 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE LLQI TO BE INSTALLED ON CROWN CASTLE +IF BAR ISSUED FOR: USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, -- STAINLESS STEEL REV DATE DAWN DESCRIPTION DES./QA CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. FLAT WASHER 0 3/31/21 LILT CONSTRUCTION MM17 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL STAINLESS STEER (TAP) BELLVILLE WASHER "�— STAINLESS STEEL NUT USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. (TYP) (TYP) - SINGLE CONNECTOR AT GROUND BARS 0 GROUNDWIRE INSTALLATION GROUND BAR DETAIL SCALE: NOT TO SCALE (IDSCALE: NOT TO SCALE , STAINLESS STEEL BOLT STAINLESS STEEL I - FLAT WASHER V ` V ` DRAGON TOOTH WASHER (TYP) s� til-.. _._------................ STEEL \i 2-HOLE CRIMP/ -------- _ COMPRESSION STAINLESS STEEL a- (TYPICALLY) .--WEATHERPROOFING KIT PIPE -- CONNECTOR FLAT WASHER 12"TO 24" _ (SEE NOTE 3) ('fYP) *" ANTENNA CABLE—, 120" MAX' COAX JUMPER NOTE: MINIMUM OF S/S NUT STAINLESS STEEL - STAINLESS STEEL NUT ...`° �I I.Fr� ' 3 THREADS TO BE (TYP) BELLVILLE (TYP) c.c WASHER TYP A, t ...-.. VISIBLE \ ` (TYP) Ale E/31/21 y YTO ANTENNA (TYP) #2 TINNED SOUD IN 3/4" UQUID TIGHT - SINGLE CONNECTOR AT STEEL OBJECTS '• OREGON T 1 , WASHER CONDUIT FROM 24" BELOW GRADE TO `'�x 3 0`7 t J- CABLE• 2 HOLE LONG - (TIP) WITHIN 3"TO 6"OF CAD-WELD -'hq0 Tlicl"' N CONNECTOR BARREL TINNED �`- i TERMINATION POINT. EXPOSED END OF STAINLESS STEEL • SOLID COPPER �\ f ' THE UQUID TIGHT CONDUIT MUST BE SELF-DRILLING `. --- STAINLESS STEEL • `---WEATHERPROOFING KIT LUG i S/S FLAT SEALED WITH SILICONE CAULK. zP METAL SCREW FLAT WASHER (Expiranao Dats6l30/221 #6 STRANDED COPPER_-- � (SEE NOTE 3) (TYP) Ilkl■l/ WASHER (TYP) (TYP) GROUND WIRE �w�,MI (TYP)�O�i� (GROUND TO GROUND BAR) CABLE GROUND KIT g 2-HOLE CRIMP/ -- SEE NOTES 1 & 2 L■� ■~���� ---- COMPRESSION pr TIN COATED SOUD --- 8 CONNECTOR I i� COPPER BUS BAR `_ S/S FLAT CADWELD ) - � `--- METALLIC OBJECT NOTES. WASHER (TYP) DRAGON TOOTH % B&T ENGINEERING, INC. HER t 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CHERRY INSULATOR - (TYP) , WAS WIRE DOWN TO GROUND BAR. INSTALLED IF REQUIRED S/S BOLT TIE INTO EXISTING GROUND RING / • 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR - `s SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS rruAVloLAnoNOF LAW FORANY PERSON, RECOMMENDED BY CABLE MANUFACTURER. EMI MP) UNLESS THEY ARE ACTING UNDER THE DIRECTION 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KR, COLD SHRINK SHALL NOT BE V-/ , OF A IICFNSI�PROFESSIONAL.FNGINEE$ USED. 'N V' TO ALTER THIS DOCUMENT SHEET NUMBER: ' REVISION: }CABLE GROUND KIT SCALE: NOT TO SCALE SCALE: }SCAL LUG D NOT TO SCALE ETAIL OSCALEITIONING NOT TO SCALEGROUND DETAIL ®SCALE:HARDWARE NOTDETAIL SCAFOR EXTERIOR CONNECTIONS G__2Ot I l l SPECIAL iNSPECTION REQUIRE State of Oregon Structural$ .z. C ode 0 Concrete and Reinforcing a* 0 80i13 installed in C3 special Mornerte-Re4.<4y4 Comet.Frame o Rei*,[thing Ste61 Pfiastivesiog Stool Tendon o .s" x4 r'e � 1•I3 -Stten+ Ft. tti Stactural tvika <.ry -Reinforced G sum:c q a insulating Concn e Fill toSpray Appiiedt�s �..JShotorete 10 Special Grading,Excavabon_ar411160 ..SSmosice itD1 Systems 0