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oFFICE COPY OFFICE C P IT N T ■ MObe IT . .Mobile . . . ' 8960 ALDERWOOD ROAD ^, Y PORTLAND,OR 97220 :.4 4-7 T—MOBILE SITE NUMBER: P008256A BUSINESS UNIT #: 879570 J RECEIVED E v "- IVCII:.• CROWN 9585 SW WASHINGTON SQ RD T—MOBILE SITE NAME: WASHINGTON SQ MALL — CROWN CASTLE SITE ADDRESS: TIGARD,OR 97223 APR 2 8 2022 CASTLE T—MOBILE PROJECT: SPRINT RETAIN COUNTY: WASHINGTON FSA NAME: SMARTLINK SITE TYPE: MONOPOLE CITY OF TIGARD 'pS WESTLAKE SEATTLE,AVENUE °0�'SUITE 800 SPRINT NUMBER: P029XC053 TOWER HEIGHT: 87'-6" 73UILDING DIVISION SITE INFORMATION DRAWING INDEX LOCATION MAP 4B+TGRP SUITE 300 TULSA,OK 74119 CROWN CASTLE USA INC. SHEET# SHEET DESCRIPTION e z 'A PH:(910)587-4630 www.btgrp.com SITE NAME: WASHINGTON SQUARE MALL"bosi,00 Cools $s�ape T-1 TITLE SHEET g SITE ADDRESS: 9585 SW WASHINGTON SQ RD r.,S,1,1;1*.PiooPess TIGARD,OR 97223 1 —' 1'rt GENERAL NOTES 3 COUNTY: WASHINGTONow sr.enaglun c-1.1 OVERALL SITE PLAN w Carom o, enis T-MOBILE SITE NUMBER: MAP/PARCEL#: 1S1260000300 C-1.2 SITE PLAN MnJ ,E P008256A AREA OF CONSTRUCTION: EXISTING ' C-1.3 EXISTING&FINAL EQUIPMENT PLANS a LATITUDE: 45.452964° s I ! "' Be•isrtan o Wa19NG CW SQUARE MgLL LONGITUDE: -122.778164° C-2 EXISTING&FINAL ELEVATIONS I ) 41 e m-n st BU#: 879570 LAT/LONG TYPE: NAD83 , 1 SW Washi1ylcn GROUND ELEVATION: 246'A.M.S.L C-2.1 FINAL EQUIPMENT ELEVATION C-3 ANTENNA SCHEDULE&PLANS € fi ill Robinson SW aiihingtui Square Rd s,4.N �v WASHINGTON SQUARE CURRENT ZONING: MUC 1 h &M MALL JURISDICTION: CITY OF TIGARD C-3.1 PLATFORM MOUNT SPECS a OCCUPANCY CLASSIFICATION: U C-4 TO C-4.5 EQUIPMENT SPFCS ? ow+m 9 9585 SW WASHINGTON SQ RD no -4 TYPE OF CONSTRUCTION: IIB C-5 TO C-9 EQUIPMENT CABINET DETAILS I Square Rd A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR tee ; TIGARD,OR 97223 HUMAN HABITATION C-10 FINAL PLUMBING DIAGRAM G PROPERTY OWNER SPRINT SPECTRUM LP G-1 EQUIPMENT GROUNDING DIAGRAM Q it `" y m Square PCs a EXISTING 1105 WEST 2400 SOUTH#A G-2 GROUNDING DETAILS $ b'ec ueru St I rI t �, °, 87 G MONOPOLE SALT LAKE CITY,UT 84119 k °, TOWER OWNER: CROWN CASTLE caw at.� c.cxenteroccs Roaster, 2000 CORPORATE DRIVE A son:Leh,o>n St '.e'�'�"`A" °"ay""µ'°" ISSUED FOR: CANONSBURG,PA 15317 NO SCALE. CARRIER/APPLICANT: T-MOBILE DRIVING DIRECTIONS FROM DT PORTLAND: TAKE US-26 W AND OR-217 S TO SW HALL BLVD IN BEAVERTON. TAKE EXIT 4 A FROM OR-217 REV DATE DRIIN DESCRIPTION DES./QA 8960 NE ALDERWOOD ROAD ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE. S. (9.9 MI). HEAD NORTHWEST TOWARD I-405 N. 486 FT. CONTINUE ONTO 1-405 N. 0.7 MI. USE THE RIGHT 2 LANES TO TAKE EXIT 1D FOR 0 3/19/21 LET CONSTRUCTION MTI PORTLAND,OR 97220 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND U.S.26 W TOWARD BIAVERTON. 0.5 MI. CONTINUE ONTO US-26 W. 4.5 MI. USE THE RIGHT 2 LANES TO TAKE EXIT 69A FOR OR-217 S 1 6/9/21 LHT CONSTRUCTION MTJ JOB SITE AND SHALL IMMEDIATELY NOTIFY THE CONDITIONS ON THE TOWARD BEAVERTON/TIGARD. 0.4 MI CONTINUE ONTO OR-217 S. 3.5 MI. TAKE EXIT 4A FOR HALL BLVD. 0.2 MI. CONTINUE ON SW ELECTRIC PROVIDER: NOT PROVIDED J HALL BLVD. DRIVE TO SW BLUM RD IN TIGARD. (0.8 MI). TURN LEFT ONTO SW HALL BLVD. PASS BY TACO BELL(ON ON THE RIGHT IN 0.2 2 3/24/22 1HW CONSTRUCTION MTI ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH 0.6 MI. TURN RIGHT ONTO SW PALMBLAD RD. 410 FT. TURN RIGHT ONTO SW BLUM RD. 476 FT. SW BLUM RD. 3 4/14/22 IlLI CONSTRUCTION LR THE WORK OR BE RESPONSIBLE FOR SAME. 1'ELCO PROVIDER: NOT PROVIDED PROJECT DESCRIPTION PROJECT TEAM APPROVAL SIGNATURE DATE PROJECT DESCRIPTION APPLICABLE CODES/ THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY REFERENCE DOCUMENTS &E FIRM: B+T GROUP PROJECT MGR 1717 S.BOULDER AVE. AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. TULSA,OK 74119 ALL WORK SHALL BE PERFORMED AND MATERIALS MARVIN PHILLIPS T-MOBILE RF ENGINEER TOWER SCOPE OF WORK: GROUND SCOPE OF WORK INSTALLED IN ACCORDANCE WITH THE CURRENT 3•REMOVE COMMSCOPE- •REMOVE hfBS EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY MPHILLIPS®BTGRP.COM () hf DHHTT65B-3XR ANTENNAS •REMOVE BBU THE LOCAL GOVERNING AUTHORITIES.NOTHING IN +" CROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SITE ACQUISITION •REMOVE(3)SAMSUNG POWER •REMOVE TELCO CAB THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK /j„1a �iic pE'- CSA INC DISTRICT SEATTLE,WA 98109 JUNCTION CYLINDER •REMOVE PPC NOT CONFORMING TO THESE CODES: � Fe CONTACTS: CONSTRUCTION MGR •REMOVE(3)SAMSUNG FIBER •INSTALL DELTA MINI WITH JUNCTION CYLINDER CAMLOCK CODE TYPE CODE 1 OREGON •REMOVE(3)RRH-C2A W/EXT •INSTALL(1)DELTA HPL3 CABINET BUILDING IBC 2018/2019 OSSC �o'43,Toy` SITE OWNER FILTERS •INSTALL(2)LED LIGHTS MECHANICAL IMC 2018 -NO TOO- , H•REMOVE(3)RR -B8 RRUS •INSTALL(1)DELTA LB3 BA 11'ERY ELECTRICAL NEC 2017 T-MOBILE DEVELOPMENT MGR •REMOVE(3)RRH-P4 RRUS CABINET ENERGY 2019 ZERO ENERGY Expiration Dote/ •REMOVE(3)SAMSUNG TELECOMM- •INSTALL(2)HCS 2.0 JUNCTION READY COMM.CODE T-MOBILE CONSTRUCTION MGR HYBRID CABLES BOXES FIRE 2019 OREGON FIRE CODE •INSTALL(3)COMMSCOPE- •INSTALL(2)AMIA,(1)FSMF,(2)ASIB, FFVV-65B-R3-V1 ANTENNAS (2)ASIK,(3)ABIA(4)ABIL(3)ABIC T-MOBILE OPS MGR •INSTALL(3)NOKIA-AEHC •INSTALL(1)VOLTAGE BOOSTER REFERENCE DOCUMENTS: ' ANTENNAS POWERPLUS W/2 AMPLIFIER STRUCTURAL ANALYSIS: BY OTHERS •INSTALL(3)NOKIA-AHFIG RRUS RAYCAP DATED: B&T ENGINEERING, INC. T-MOBILE REGULATORY REVIEW •INSTALL(3)NOKIA-AHLOA RRUS •INSTALL(1)EXTRA AMPLIFIER NOTE; •INSTALL(2)COMMSCOPE-HCS 2.0 •INSTALL(1) CSR IXRE V2 MOUNT ANALYSIS: BY OTHERS PRIOR TO ACCESSINGJENTERING THE SITE YOU MUST CONTACT THE CROWN T-MOBILE PROJECT MGR PENDANTS TRANSPORT SYSTEM DATED: .1«scn_ C I S Of [a t. m:(TO PERSON, NOC AT(800)788-7011&CROWN CONSTRUCTION MANAGER. •INSTALL(2)125'HCS 2.0 HYBRID •INSTALL POWER/TELCO CONDUITS REDS REVISION: 1 UNLESS'FREY ARE ACTING UNDER T'HE DIRECTION CABLES(1-1/2") OF A LICENSED PROFESSIONAL ENGINEER, T-MOBILE PERMITTING DATED: 12/3/20 TO ALTER THIS DOCUMENT. •MODIFY EXISTING CONCEALMENT CALL OREGON ONE CALL oC) - THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE DOCUMENTS SHROUD ORDER ID: 532628 (800)332-2344 p' AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE REVISION: 0 SHEET NUMBER: REVISION: CALL 3 WORKING DAYS BEFORE.Yon DIG) CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS T- 1 3 ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. 1 4. Nk 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 (NTP)AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE CARRIER: T-MOBILE N ■ �M FEDERAL, UT AND LOCAL CH CODES/ORDINANCES.TCTORNIObI e 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 CLIMB 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. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING 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. 8960 ALDERWOOD ROAD CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE 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 CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY 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 EXPLICITLY 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 CLIMB, 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 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 CROWN 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. 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 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 THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE. 4. NOTES AND EILN IN THE CONSTRUCTION DRAWINGS SHALL TAK PRECEDENCEMTOOVER GENERAL NOTES AND TYPICALT, CONFIGURATION,IRCUITID'S). WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS(i.e. PANEL BOARD ANDall:a01.16 CASTLE DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT,ENVIRONMENTAL, 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, CIRCUIT ID'S). I505 YLBSTLAKE AVENUE NORTH,SUITE 81111 REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIREMENTS. GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. SEATTLE,WA 98109 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO (WI4 OR LARGER) PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL 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 ASSIST IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH ANSI/ABBE A70.4$ (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. TYPE 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 SCOW CORD (#14 OR LARGER) UNLESS RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN CASTLE USA INC. OTHERWISE SPECIFIED. STANDARD CAD-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE 414 OR LARGER), WITH B+T G R P 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE 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, THWNN2,G XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 1717 S.BOULDER (LATEST EDITION). DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SUITE 300 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, BELTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). TULSA,OK 74119 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)5874630 MOUNTS AND APPURTENANCES,"AND LATEST VERSION OF ANSI/TIA-1 019-A-2012 "STANDARD FOR ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. www.btgrp.com 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 SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. SHALL SPECIFIED AN ALTERNATIVEIPA INSTALLATION INSTALLED FOR APPROVAL SHOWNY CROWN CASTLEAUSA INC. PRIOR CONTRACTOR 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. PROCEEDING WITH ANY SUCH CHANGE OF 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 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. CODES, REGULATIONS AND ORDINANCES. CONTRACTORA SHALL ISSUE ALL APPROPRIATE NOTICES RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TILE FLEX) SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION T_D,TOBILEi SITE NUMBER: COMPLYES, GU ALLLAWS, ORDINANCES, RULES, SHAL AND LAWFUL ORDERS OF ANY ES AND 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.ALL WORK CARRIED OUT SHALL COMPLY WITH PROPOSE jY SUCH AN ALTERNATIVE EOF STALLATION INSTALLATION.OR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUITAND TUBING FITTINGS BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET P008256A ALL APPLICABLE 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 FORSCREWFITTINGS AREN NOT ACCEPTABLE. ORDINANCES AND APPLICABLE REGULATIONS. POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND 8. THE THE NEC. CONTRACTOR SHALL S INSTALL ALLC EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. 21. (WIREWAYSWIREMQL SHALLSC BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS BU#: 879570 RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY (WIREMOLD SPEC/ATE PIERCE,). 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). WASHINGTON 1O. 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 ANDSQUARE 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATEDEILLN STRAPSPER AND CLOSELY. EXPLOSIVE MALL 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 DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM STE OS 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 LIMITED TO A) FALL A DAILY BASIS. A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT 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 9585 SW WASHINGTON SQ RD CONSTRUCTION SAFETY PROCEDURES. PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED TIGr1RD,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 THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER BETTER) FOR EXTERIOR LOCATIONS. REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301. AC1 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 EXISTING 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 BE:i ER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED 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. 871-6n MONOPOLE 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't 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 ISSUED FOR: 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. AND TOWER AREAS. 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 WATER-TO-CEMENT RATIO W 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'T-MOBILE". 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED ( /C) OF 0.45. REV DATE DAWN DESCRIPTION DES./Q.3 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.SURFACE APPLICATION, 0 3/39/21 LHT CONSTRUCTION MTI 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185. ALL SPLICES SHALL BE CLASS "A"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 1 6/9/21 LHT CONSTRUCTION MTI EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: STSIEM CONDUCTOR COLOR 2 3/24/22 1HW CONSTRUCTION MTI TB. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL #4 BARS AND SMALLER. 40 ksi MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER 60 ksi A PHASE BLACK 3 4/14/22 81-.1 CONSTRUCTION LR FOR EROSION AND SEDIMENT CONTROL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE B PHASE RED APWA UNIFORM COLOR CODE: ON DRAWINGS: 120/240V, 10 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND 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 _ELECTRIC POWER LINES, CABLES, FROM SITE ON A DAILY BASIS. BEAMS AND COLUMNS 1-1/2" CONDUIT, AND LIGHTING CABLES 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, E._S `,IOEC GROUND GREEN r. GAS, OIL, STEAM, PETROLEUM, OR 22. NO FILL EMBANKMENTf. GASEOUS MATERIALS IC OR ICE SHALLBEPLACED MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. A PHASE BROWN NOT BE PLACED IN ANY FILL OR EMBANKMENT. A ` B PHASE ORANGE OR PURPLE 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, AND7.jli0.w.Nil, 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 POS (+) RED•. SLURRY LINES tRESXN ACCORDANCE WITH THE NEC. DC VOLTAGENEG (-) BLACK*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 GROUNDELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. SEWERS AND DRAIN LINES • SEE NEC 210.5(C)(1) AND (2) I 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE "' POLARITY MARKED AT TERMINATION iA TESTING RESULTS. ctiA.13 sF.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 ABBREVIATIONS: CLAMPS. Lx PIIIV Oete/ / 2 WITH 5. RACEWAY SHALL NOT BE USED ASTHE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THEEPOWER CIRCUITS TO BTS EQUIPMENT. ANT ANTENNA 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 1O. 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. MGB 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 B&T 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 Il IS:001::I.lIIO.N III 1.AWIItA.we RtiR00"., 17, MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. OTY QUANTITY 18. i'N LESS THEY ARE G UNDER THE DIRECTION BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OFA LICENSED PROFESSIONAL ENGINEER, 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 DOd INtENT. 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. REDS 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: PONT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). RRU REMOTE RADIO UNIT 21. BULDINGS 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 TSI AD SMART INTEGRATEDDEVICE MA 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 TYPICAL LIGHTNING PROTECTION SYSTEM. AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT J r ttj 1. .�\ SITF P1 AN_Q,($,Qj,AIMER Si, PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN / SETS. CROWN CASTLE USA INC. HAS NOT ■ ■MO Dlie /I/ COMPLETED A SITE SURVEY AND / '/4</ THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION / DEPICTED oN rHls sHEE 8960 ALDERWOOD ROAD O PORTLAND,OR 97220 s CROWN / z i \ Cf:0; CASTLE I S 13 wESTLAKE AVENUE NORTH,SUFI'l:800 /� SEATTLE,WA 98109 APN: 1S126CA01000 \ ZONING: 221 I B+T GRP BOULDER1717 S. mil? SUITE SUITE 300 TULSA,OK 74119 PH:(918)587-4630 wwv.btgrp.com APN: 1S126CA01100 ZONING: 221 T-MOBILE SITE NUMBER: P008256A � I BU #: 879570 WASHINGTON SQUARE MALL i 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 APN: 1S126CA00900 ZONING 221 z APN: 1S126CA00500 ZONING: 221 EXISTING • o 87T-6"MONOPOLE 1 o 0 . I g Q ISSUED FOR: VO REY DATE DRICN DESCRIPTION DES./Q.\ uJ J 0 3/19/21 LFfT CONSTRUCTION Sill 1 6/9/21 LOT CONSTRUCTION MT) X F. a0 2 3/24/22 IHW CONSTRUCTION MT( a 3 4/14/22 BLI CONSTRUCTION LA Cr CL tE O /r—(E) 8T-6" MONOPOLE — _ 8 APPROXIMATE LOCATION OF PROPERTY LINE O (E) CHAIN LINK FENCE _ — _. -_ a X O —(E) T-MOBILE EQUIPMENT PAD � � APN: 1S1260000300 a • (E) SITE LOCATION ZONING: MUC a O (REFERENCE C-1.2 FOR DETAILS) — 1.----- (E) ACCESS ROAD I P ArPE 'Ili iiir REGON 'S W B LU M R D ��13. s K''4410 TUS APN: 1S126CA00600 ZONING: 221 I B&T ENGINEERING, INC. I IT IS\VIOLATION I)F LAIC FOR ANY PERSON, I I INL.ESS THEY ARE ACTING UNDER THE DIRECTION I OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. N SHEET NUMBER: • REVISION: I OVERALL SITE PLAN O C - 1 • 1 3 SCALE: I I 1--30 0'(FULL SIZE) 30' 15 0 30' i"-60'-0"(11 z17) • t r t T • •Mobile • • • 8960 ALDERWOOD ROAD (s'E)o A"T&10'—0"T MOBILITY PORTLAND,OR 97220 GENERATOR PAD 38'-0..± --1 CASTLE CROWN X 'x - CLI6 X X X { R _._X —x — x x x ___—_ CM (E) 87'-6" MONOPOLE (E) ICE BRIDGE 1505 WESTLAKE AVENUE NORTH,SUITE 800 (TYP) SEATTLE,WA 98109 1 1 L, _ J I / 1\ i? B+T GRP I:3 x 1717 S.BOULDER c 6 Q SUITE 300 O TULSA,OK 74119 O Q PH:(918)587-4830 I www.btgrp.com o o x o 11111 (E) AT&T MOBILITY I T-MOBILE SITE NUMBER: 9ED EQUIPMENT _ _ / RAISED EQUIPMENT P008256A PLATFORM I 1 BU #: 879570 x. L — - - - J WASHINGTON SQUARE MALL _/ (E) STEEL PLATFORM WITH STAIRS 9585 SW WASHINGTON SQ RD / — x X X x — — X— — x x 1 x X x — X -----1 1I.J TIGARD,OR 97223 N µ Ll ��—(E) 3'-0" LADDER EXISTING FF 87'-6"MONOPOLE x x(E) SPRINT AAV I (E) 2'-9"x5'-0" W/TELCO CUBE " ., EMPTYPAD O 1-----(E) SPRINT HCF CABLES ISSUED FOR: • I p REV DATE DAWN DESCRIPTION DES./QA 0 3/19/21 LHT CONSTRUCTION MI) x qp��p I 1 6/9/21 LIIT CONSTRUCTION 1NTf - a I I 2 3/24/22 POW CONSTRUCTION :MT1 y, I_ 3 4/14/22 AL) CONSTRUCTION LR x (E) BBU (E) MM85 l\ (E) SPRINT ICE BRIDGE ". (E) 2'-9"x4'-9" (E) SPRINT (10'-0"+/—) EMPTY PAD GPS (E) UTILITY H-FRAME (E) SPRINT 12'-6"x19' 6" x x / EQUIPMENT PAD _ -- _ (E) SPRINT (E) UTILITY VAULT I PPC r ,/. / (E) SPRINT (E) SPRINT x ii ��—(E) CHAINLINK FENCE TELCO TRANSFORMER CABINET •_• I I (E) 12'-0" GATE ' FE609 ch�f°.13.2a� _.-_— �, X X X -x X X X :{ x AO TUtt�4. i A ��\ X 1... IExp2110•0et1/ 2 x _._ B&T ENGINEERING, INC. TT IS{1'IOL_1'4 ION OF 1..-1W FOR ANY PERSON, UNLESS''HEY ARE ACTING UNDER T'HE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 'TO ALTER THIS DOCUMENT. 1 SHEET NUMBER: * REVISION: 0 SITE PLAN dual i''�Illi,i SCALE: ` + I/2•=1•-0•(FULL SIM 1 //'/�/ 2' I 0 2' 1/4"=1'-0"(11x17) © C_ 1 •`/ i i / i GROUND SCOPE OF 'GORK: •INSTALL (1) DELTA HPL3 CABINET Ti • �1Vlabi�e •INSTALL (i) DELTA L83 CABINET • • • ii •INSTALL (2) JUNCTION BOXES •INSTALL (2) AMIAs a •INSTALL (1) FSMF •INSTALL (2) ASIB 8960 ALDERWOOD ROAD •INSTALL (2) ASIK PORTLAND,OR 97220 •INSTALL (3) ASIA (E) 87'-6" MONOPOLE •INSTALL (4) ABIL •INSTALL (3) ABIC (E) 8T-6" MONOPOLE 3 'INSTALL (1) VOLTAGE BOOSTER POWERPLUS W/2 AMPLIFIER RAYCAP �// •INSTALL (1) CSR IXRE V2 TRANSPORT SYSTEM ' •INSTALL (1) EXTRA AMPLIFIER FOR POWERPLUS VOLTAGE BOOSTER , CROWN 3 i I a:II: CASTLE 1 m �° Q 1 i0i AC`BSTLAKE AVENUE NORTH,SL1I"CF.80p C°�—�J ° o� ro SEATTLE,WA 98109 I I / 1 1 S � B+T GRP L - _L - - - J L - � - - - J 1717S.BOULDER SUITE 3) NEW T-MOBILE FEEDLINE (2) NOKIA - HCS 2.0 HYBRID TRUNK (1 1/2") TULSA.OK 74119 PH:(916587-4630 (125'-0"+/- LONG) www.btgrp.com (ROUTED PER STRUCTURAL ANALYSIS) L X X x X [ X X X X T-MOBILE SITE NUMBER: NEW T-MOBILE EQUIPMENTS (2)/ 2.0 JUNCTION BOXPE - S \ P008256A NEW T-MOBILE H-FRAME (E) SPRINT FEEDLINES TO BE REMOVED WITH FOOTED POST BU (E) AAV (3) SAMSUNG TELECOMM-HYBRID CABLES (E) AAV 1 #: 879570 CUBEETO O & EET (� +` I WASHINGTON SQUARE REMAIN �/ CUBE TO 1 REMAIN I (�L p (E) SPRINT ICE BRIDGE h MALL J'" TO BE RAISED I I I (E) SPRINT GPS �) h' BRIIDGEMOBILE ICE TO BE'+/-) NEW MGCE --L_ _I to'-o"+/-) 9585 SW WASHINGTON SQ RD CANOPY WITH ICE BRIDGE EXTENSION Al TIGARD,OR 97223 ..'', (E) (E SPRINT ... SPINT .- �'" R BBU MMBS "I NEWXISTING CABINET CABINET NEW T-MOBILE •" T MOBI Lc" TO BE TO BE (E) SPRINT CPS : HPL3 CABINET - LB3 12E) SPRINT 6X6" 87'-6E MONOPOLE REMOVED REMOVED BATTERY EQUIPMENT PAD CABINET [1-1 ISSUED FOR: = REV DATE DRWN DESCRIPTION DES./QA N \ 0 3/19/21 LOT CONSTRUCTION M7'I (E) SPRINT -- PPC TO BE REMOVED _- -- --- 1 6/9/21 LOT CONSTRUCTION MT) I I ' 2 3/24/22 IOW CONSTRUCTION MT) (E) SPRINT In / (E) 12'-6"x19'-6" 3 4/14/22 BLJ CONSTRUCTION ER TRANSFORMER EQUIPMENT PAD /� TO BE n REMAIN <I 1 I x x x 7 x x x X x �� x\ S S x X x X x x "�� II> NEW T-MOBILE r PPC W/ CAMLOCK 1 NEW POWER/TELCO CONDUIT INSTALLED INTO DELTA HPL3 600A DC PLANT CABINET PE Mk 111 OREGON %OjJ 13.2'10 0AR0 TU.11 t. `Eepiratlo4 Date/ 2 B&T ENGINEERING, INC. II IS\l IL,I.\I ION OF LAW FOR ANY PERSON, UNI FSS T HEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER TI1lS DOCI'\IF.NT. °EXISTING EQUIPMENT PLAN (FINAL EQUIPMENT PLAN d 1\ SHEET NUMBER: ' REVISION: rill \ 7 1/2"-1•-0"(FULL SIZE) SCALE: Z. ,0 z' 1/4".1-o'- (1107)aE) © 2 SCALE: ', r 0 3 3 x 3 r 1 i EXISTING SPRINT EQUIPMENT TO BE REMOVED _ T 1VI�}b �e ■ . . (3) COMMSCOPE - DHHTT65B-3XR ANTENNAS (3)NEW • T-MOBILE EQUIPMENT ■ ■ ■ ■ TOP OF TOWER • (3) RRH-C2 W/EXT FILTER RRUS TOP OF TOWER _ (3) NOKASAEHC AN ENNAS-R3-V1 ANTENNAS ELEV. = 87'-6" -(3) RRH-P4 RRUS ' ELEV. = 87'-6" (— • 4 (3) A RRU (3) NOKIA AHF G RRU (3) RRH-B8 RRUS 8960 ALDERWOOD ROAD (3) SAMSUNG POWER JUNCTION CYLINDER (2) COMMSCOPE HCS 2.0 PENDANT PORTLAND,OR 97220 1 di EXISTING SPRINT ANTENNAS (3) SAMSUNG OPTIC FIBER JUNCTION CYLINDER KI d NEW T-MOBILE ANTENNAS (E) T-MOBILE CANISTER Y RAD CENTER V RAD CENTER 84'-0" TO BE MODIFIED 3 EXISTING SPRINT CANISTER ,-/ TO REMAIN CROWN i IV RAD CENTOBRILE ANTENNAS Cifj; CASTLE i1505 WESTLAKE AVENUE NORTH,SUITE 8(0 o SEATTLE,WA 98109 2 D p I U EXISTING ANTENNA [111N e Z EXISTING ANTENNA rn ELEV. = 70'-0" I w h Y ELEV. = 70'-0" a w M_ M� B+T GRP Z 6 1717 S.BOULDER p Z SUITE 300 8 8 TULSA,OK74119 PH:(918)587-4630 wvna.btgrp.com di EXISTING ANTENNA hh EXISTING ANTENNA lil V ELEV. = 60'-0" Y ELEV. = 60.-0" [°01 T-MOBILE SITE NUMBER: P008256A BU#: 879570 J I- J 1 WASHINGTON SQUARE MALL 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 EXISTING 87'-6"MONOPOLE - L NEW T-MOBILE FEEDLINE ISSUED FOR (E) SPRINT FEEDLINES TO BE REMOVED (2) NOKIA - HCS 2.0(1-1/2") (3) SAMSUNG TELECOMM HYBRID TRUNK (125'-0"+/- LONG) REV DATE DRu2N DESCRIPTION D);S./Q� (ROUTED PER STRUCTURAL ANALYSIS) 0 3/19/21 LOT CONSTRUCTION ?NTIJ 1 6/9/21 LI-IT CONSTRUCTION MT) 2 3/24/22 JHE' CONSTRUCTION MTJ 3 4/14/22 BLJ CONSTRUCTION LR - (E) 87'-6" MONOPOLE - (E) 87'-6" MONOPOLE t• ♦ NEW T-MOBILE MOUNT ANALYSIS NOTES: / GROUND EQUIPMENTS .. ,.Alf 4. BOTTOM OF0 ST-0 ,'EEL 1, THE DESIGN DEPICTED IN THESE DRAWINGS BOTTOM OF STEEL E ✓� �' ELEV. = IS VALID WHEN ACCOMPANIED BY A a CORRESPONDING PASSING MOUNT ANALYSIS. ELEV. = 0-0- • 2. CONSTRUCTION MANAGER / GENERAL a O. / I CONTRACTOR SHALL REVIEW THE MOUNT (� • * 4 OREGON ANALYSIS FOR ANY CONDITIONS PRIOR TO IL.�71-,'._ / °v 13. / INSTALLATION. I/ c�^D TUZN� 3. ANY REQUIRED MOUNT MODIFICATION DESIGN LxpuBlan Date / OR MOUNT REPLACEMENT SHALL BE •��1�4 ��� APPROVED BY EOR. ���I • �j • ►�4 r...r �� •"LOOK UP" - CROWN CASTLE USA INC. •j '� .. SAFETY CIIMB REQUIREMENT �4 E�. t...� '28 E-, "5, 4401 THE INTEGRITY OF THE SAFETY CLIMB AND ALL :4 .I- '"._ i4 ">,>\�\% `i •1./\\\• • COMPONENTS OF THE CLIMBING FACILITY SHALL BE i :.9� `� �l ��\�\ CONSIDERED DURING ALL STAGES OF DESIGN, • \ \ �\� \ ��\\/\�\//\//\ \ . INSTALLATION, AND INSPECTION. TOWER MODIFICATION, •• .. \ \\/�\\//\ /\� • •a ••y\\/i`\\�/�/ MOUNT REINFORCEMENTS, AND/OR EQUIPMENT • •• ✓//�/� / B&T ENGINEERING INC. \ /i2'/d INSTALLATIONS SHALL NOT COMPROMISE THE I / /\/' �\ _,- -,\/ �Y' INTEGRITY OR FUNCTIONAL USE OF THE SAFETY �� a \\//�\\/. • CLIMB OR ANY. COMPONENTS OF THE CLIMBING �_- •x��� ._-.. _... \` �ll� FACILITY ON THE STRUCTURE. THIS SHALL INCLUDE, �; IT ISA�70IATION OF LAW FOR ANY RSON, UNLESS THEY ARE ACTING UNDER ENGINEER DIRECTION BUT NOT BE LIMITED TO: PINCHING OF THE WIRE OF A LICENSED PROFESSIONAL ENGINEER 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 CI)NEW ELEVATION SHEET NUMBER: REVISION: 1 WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY SCALE: 3/16"=/'-0"(FULL SIZE) COMPROMISED SAFETY CLIMB, INCLUDING EXISTING 2 4®2 0 4 3/32"=1'-0"(11417) CONDITIONS MUST EE TAGGED OUT AND REPORTED SCALE: a 2 0 3 /6,-t,-0•4' 3/32"=1.-0"( SIZE) (FULL 1x17) (12-2 J TO YOUR CROWN CASTLE USA INC- POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB` / ._MAINTENANCE: AND CONTRACTOR NOTICE TICKET. . >• 1 / T • •M o b i 1 e . l 1 i . , 8960 ALDERWOOD ROAD PORTLAND,OR 97220 1 8 t 1 CROWN NEW T-MOBILE FEEOLINE a: CASTLE 0 (2) NOKIA - HCS 2.0 (1-1/2") 1505 WESTLAKE AVENUE NORTH,SUITE 800 (125.-0"+/- LONG) SEATTLE,WA 98109 (ROUTED PER STRUCTURAL ANALYSIS) (E) 87.-6" MONOPOLE inr B+T GRP 1717 S.BOULDER SUITE 300 TULSA,OK 74119 PH:(918)587.4830 www.bigrp.corn 1 1 T-MOBILE SITE NUMBER: P008256A BU#:879570 WASHINGTON SQUARE MALL T OBILE / GROUND MEQUIPMENTS 9585 SW WASHINGTON SQ RD 1 I I TIGARD,OR 97223 r EXISTING � , r \ 871-6"MONOPOLE \ \ r \ / ISSUED FOR: • REV DATA DRWN DESCRIPTION UES./(jh A 0 3/19/21 LHT CONSTRUCTION MT] _ ♦� 1 6/9/21 LHT CONSTRUCTION Dill ♦�, 2 3/24/22 1HE CONSTRUCTION MTI +4=1= 3 4/14/22 ELI CONSTRUCTION LB 1 .. 2 4 4 V _tr 44 p _ .1 \ \ \ CyADtTU 3. U\,b 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: CDFINAL GROUND EQUIPMENT ELEVATION SCALE: N.T.S. I -2. 1 i RFSYSTEM SCHEDULE i SECTOR ANTENNA TECH MANUFACTURER ANTENNA MODEL AZIMUTH M-TILT E-TILT CENTER ER TMA/RRU TYPE DIAMETER. LENGTH LE CABLE CABLE 1 r N M° ile • • • 5 L700 /L600/ i A-1 N600 / L2100/ COMMSCOPE FFW-65B-R3-V1 0' 0' 0' 84'-0" AHLOA HYBRID 1-1/2" 125' L1900/G1900 'WFlG 8960 ALDERWOOD ROAD aA-2 L2500 / N2500 NOKIA AEHC 0' 0' 0' 79'-0" - - - - PORTLAND,OR 97220 I L700 / L600/ s B-1 N600 / L2100/ COMMSCOPE FFW-85B-R3-V1 120' 0' 0' 84'-0" FlOGA HYBRID 1-1/2" 125' I BETA L1900/G1900 8-2 L2500 / N2500 NOKIA AEHC 120' 0' 0' 79'-0" - - - — CROWN L700 / L600/ - is C-1 N600 / L2100/ COMMSCOPE FFW-65B-R3-VI 240' 0' 0' 84'-0" - - - CIL*46 CASTLE GAMMA L1900/ G1900 C-2 L2500 / N2500 NOKIA AEHC 240' 0' 0' 79'-0" - - - - 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,A A 98109 I ' MOUNT ANALYSIS NOTES 5 1 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID S WHEN ACCOMPANIED BY A CORRESPONDING PASSING mi 1 p MOUNT ANALYSIS. B+T GRP 2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR 1717 S.BOULDER 2 SHALL REVIEW THE MOUNT ANALYSIS FOR ANY SUITE 300 x' ANY Q PRIOR INSTALLATION.DIICATIO °FINAL ANTENNA AND CABLE SCHEDULE TULSA.OK 74119 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR PH:(918)587-4630 .1 MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. SCALE: NOT TO SCALE uvww btg)p.com i x T-MOBILE SITE NUMBER: 3 P008256A x BU #: 879570 WASHINGTON SQUARE MALL i NEW T-MOBILE ANTENNA NOKIA - AEHC 7 D(3 TOTAL, 1 PER SECTOR) \ 9585 SW WASHINGTON SQ R NEW T-MOBILE ANTENNA \ TIGARD,OR 97223 (E) SPRINT POWER & FIBER CYLINDER COMMSCOPE - FFW-65B-R3-V1\ (3 TOTAL, 1 PER SECTOR) 1 TO BE REMOVED (3 TOTAL, 1 PER SECTOR) \ EXISTING NEW T-MOBILE RRU (E) SPRINT POWER & FIBER CYLINDER— NOKIA - AHLOA 87'-611 MONOPOLE TO BE REMOVED I (3 TOTAL, 1 PER SECTOR) \ (3 TOTAL, 1 PER SECTOR) NEW T-MOBILE RRU 1 NOKIA - AHFIG ? x _ (E) SPRINT CANISTER TO REMAIN (3 TOTAL, 1 PER SECTOR) _ ISSUED FOR: \ NEW T-MOBILE BREAKOUT PENDANT �— REV DA'11. DRWN DESCRIPTION DES./Q_1 COMMSCOPE - HCS 2.0 PART 1 \ I \�� Z. (2 TOTAL) / \ 0 3/19/21 LiIT CONSTRUCTION MT) 4. (E) BT-6" MONOPOLE ` ALPHA SECTOR 1 6/9/21 LI-TT CONSTRUCTION MT) ALPHA ALPHA SECTOR a" (ALPHA) / 0- \ 2 3/24/22 IHW CONSTRUCTION MT) 345' AZIMUTH \ 0' PHA) /' OALAZIMUTH Al A� 3 4/14/22 BL) CONSTRUCTION LR \\ (E) 8T-6" MONOPOLE / Al r. / / \ / w `\ - ri g C1 •®' B1 l I 240(GAMMA) AAZIMUTH \UlwtC • ����� \ (GAMMA) (BETA) /C2 '2' B2 / # /z240' AZIMUTH 120' AZIMUTH I (BETA) CI B1 B2 i\. / 120' AZIMUTH / GAMMA SECTOR "\ '/ GAMMA SECTOR BETA SECTOR240' BETA SECTOR /��, 120' ,f120'2 , / / \ \ / fa �\ ,7/ �I\� i (E) SPRINT ANTENNA TO BE REMOVED j / j COMMSCOPE - DHHTT65B-SXR �- _�-� (3 TOTAL, 1 PER SECTOR) ,� �.. �� (E) SPRINT RRU TO I BE REMOVED / f--`�/ (E) CANISTER TO BE MODIFIED-2 °'13.'!ti'� RRH-C2A W/EXT FILTER / T HAD TUttV (3 TOTAL, 1 PER SECTOR) \ LEr121211on 0e!e/ (E) SPRINT RRU TO BE REMOVED (3 TOTAL, 1 PER SECTOR) `\ (E) SPRINT RRU TO BE REMOVED / ANTENNA PLAN AT THE J \ \.(E) SECTOR MOUNT PLAN-\\\ RRH-P4 —FINAL ANTENNA AT THE '\ (3 TOTAL. 1 PER SECTOR) HEIGHT OF 84'-0 (3 TOTAL) HEIGHT OF 79'-0 \\—(E) SECTOR MOUNT TO REMAIN-- \_---(E) T-MOBILE CANISTER \ (3 TOTAL) TO BE MODIFIED B&T ENGINEERING, INC. \ EXISTING SPRINT CANISTER TO REMAIN- / -- --- I I IS A VI(1LITION OF LAu I OR\1 PI_Rs.,,,. UNLESS'111EY.ORE ACTING U NDE:R l'HI-.DIRL1,I II:". OF A LICENSED PROFESSION.I I,1-'N(,1\I:I F. TO_M.TER THIS DO(;I'\II N'I °2 EXISTING ANTENNA PLAN II ' FINAL ANTENNA PLAN /I, SHEET NUMBER: REVISION: SCALE: NOT TO SCALE N °SCALE: NOT TO SCALE vl (I2-3 3 1 I if INSTALLER NOTE: JUMPERS TO BE TORQUED TO 221.27 IN/LBS • 1. FRONT OF THE T a ■1Vlobll ANTENNA e • i • ANTENNA of gNTNA tt ANTENNA a ANTENNA a4 • Coax Color Coding XX I XX ;Y X X •X 8960 ALDERWOOD ROAD .. PORTLAND,OR 97220 XX XX X XX SECTOR 8 XX XX XX XX CROWN SECTOR 8 3 ORD CL„: CASTLE SECTOR D �'ELEI�a SECTORE WHITE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SECTORF SEATTLE,WA 98109 (2) NEW BARREL CUSHIONS LMU SITE PRO P/N: BC124 PIBER113 NEW TOWER STANDOFF KIT i SITE PRO P/N: STK3 UNUSED COAX E:3•.° SOmm D,NEETI'S.OpS pMMABELMARER R D APEWLLREPRESENTAX WITH FOURALPHANDS OP +TRP OCABLESECTOR AND THE 4TH PORT OF ANTENNA »1TS.BOULDERCABLE TIE 20mmINEw coAx e E -- 41NhiUil IipN111Hiliil{HIiB' PH:(918)587u{830 TULSA,OK 74119 COLOR CO[?BIG NOTE$: METALLIC TAG NOTES: w.vw,blgrp.com MOUNTING HARDWARE _ ANTENNA AND COAXViLSITE PRO P/N: CH50 O \ f" � GSM1_of YcAetETt cAGS�7r T DE iTMr ACHED AiT4:E'TEAOCENOCHEDULE 1CA8LE 3 ALL aufENNAS SnuL eE Fu1Ba4NEDwm+ 2.CASlElE397 ANATtCTNiFEf@TWYLHiNETWOWWMRTSRACIF75.O ��---(i) WRAPS OF INSULATION �� 1IMT5 Hpo rADS ATTACHED ATTTE CElREA OF➢IECABLE REQUIRED VECHuu[:AL TT \ TAPE (OVERLAPPING 50%) , SAW' 3.TAGSWBL BE FASTENEDWRH STAINLESS STEEL MITES FOR EACH ANTENNA HRH RF ENGINEER ® "� APPROPRIATE MR DIAMETER. ANTENNADOWNTRTS WI SE SET AND T-vIOBILE SITE NUMBER: I.STANMIO@OIETALLIC TAG WBL BE ASSEMBL® VERIFIED BY SIAARTIFEI. \'-.3" STD. (3-1/2" O.D.) I--(2) STRETCH WRAPPED WRAPS OF (' —1 FEIST CAnE WITH TAGS ALREADY ENGRAVED TO ACCOMMODATE ALL 2. CONTRACTOR SHALL INSTALL COLOR CODE / PLATFORM SUPPORT ARM SELF AMALGAMATING TAPE CWIFiGCAMT10f14 ROWS ON EACH OF THE HYER(DCASTES P008256A NEW COAX BLOCK-J (3) WRAPS OF INSULATION TAPE- ( ) / AHD JUMPER CARES KITH wRESlsnwr SITE PRO P/N: CX8158 (OVERLAPPING 50%) STRETCH 30% OVERLAPPING 50% ® TAIL TAPE ALL.. QAnE SHALL BE NARI(ED AT TOP AIW BOTTOM Wm12•COLORTAPE OR „ GRA% MAY BU#:879570 8 WASHINGTON SQUARE MALL 9585 SW WASHINGTON SQ RD ORF JUMPER DETAIL RE JUMPER CONNECTION O COAX COLOR CODING TIGARD,OR 97223 SCALE: NOT TO SCALE OSCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE EXISTING 87'-6"MONOPOLE i ISSUED FOR: REV DATE DAWN DESCRIPTION DES./QA T ■ -Mobiles, 03/19/21 LT CONSTRUCTION MTI 1 6/9/21 LOT CONSTRUCTION MT) 2 3/24/22 FIT CONSTRUCTION MT) 3 4/14/22 BLI CONSTRUCTION LA IN CASE OF AN EMERGENCY CALL --- (N) CABINETBASEFRAMEN) (4) EMBE HILTIKWIK BOLT 17 88664662 STAINLESS STEEL ANCHOR WITH MIN. � � � �,�'� 3 5/tE EMBEDMENT(ICC ESR-1917). INSTALL PER MANUFACTURERS SPECIFICATIONS. IT IS ASSUMED THAT C ABINETANCHORLOCATIONS HAVE NI BEEN DESIGNED/REINFORCED BY THE MANUFACTURER TO WITHSTAND SHEAR Site No: 5555555---- �I`N`M AND UPLIFT FORCES AS CALCULATED ►�`�\�1 PE IN THIS DESIGN. z CONCRETE PAD'to'o Site Name: Name 4OeEG0'1\ w or I — 12in B&T ENGINEERING, INC. IT IS AVIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OCABINET ANCHORAGE DETAIL O SIGNAGE DETAIL SHEET NUMBER: REVISION: 4 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE -4 2 ... 3 l r I W D JNSTAI LER NOTES,;, 1.COMPLY WITH MANUFACTURERSS T Mobile --T INSTRUCTIONS RI ENSURE THAT ALL RRHs •RECEIVE ELECTRICAL POWER WITHIN 24 1 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 r : CASTLE I 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 I r T-MOBILE RRH MOUNTING BRACKET AND HARDWARE (SUPPLIED W/ANTENNA)I SUPPLIED ' MANUFACTURERBY (TYP) 1 L'' `�� LI u u __ _. ! MOUNTING PIPE =11 IF B+T GRP ----- - (TAP) 1717 S.BOULDER SUITE 300 TULSA,OK 74119 PH:(91B)5874630 !, ANTENNA �--NEW A5'ENNA www.btgrp.com MOUNTING PIPE 1 u AND HARDWAREUDSM T-MOBILE SI 1 t NUMBER: ANTENNA SPECS ANTENNA SPECS ' (TSP) P008256A MANUFACTURER NOKIA MANUFACTURER_ COMMSCOPE MOUNTING BRACKET �'I • (SUPPLED W/ANTENNA) BU#: 879570 MODEL # AEHC MODEL # FFW-658—R3—V1 0 ` WASHINGTON SQUARE WIDTH 22.83" WIDTH 25.20 ' MALL DEPTH 8.26" DEPTH 9.30" HEIGHT 35.43" HEIGHT 95.90" WEIGHT 99.2 LBS WEIGHT 127 LBS 9585 SW WASHINGTON SQ RD 1OANTENNA SPECS ANTENNA SPECS ANTENNA WITH RRHs MOUNTING DETAIL TIGARD,OR 97223 SCALE: NOT TO SCALE O2 SCALE: NOT TO SCALE OSCALE: NOT TO SCALE EXISTING 87'-6"MONOPOLE r. ISSUED FOR: • \ BASED BOX ASSEMBLY REV DATE DRWN DESCRIPTION DES./QA / \ ' /- O 00. 0 3/19/21 LHT CONSTRUCTION h1T'I W w y��� l :, ( `�i \ 1 6/9/21 1 LHT CONSTRUCTION MTJ Q 2 3/24/22 JHW CONSTRUCTION MTJ Q Q \'`: \ 3 4/14/22 B1,1 CONSTRUCTION 1,R • ifif `\ I �____i— -; I Hunmi m it o immim unnl,o �.. c ► cry � � • ��• _ �� N, 1 • HEAT SHRINK TUBE 1111:'•„V en-p "± Ili ...,3::,_ '. 0 1 0 'vO E 9 ',4D TU'1SV HYBRID CABLE 1!.. ra ion feg RRU SPECIFICATIONS RRU SPECIFICATIONS MANUFACTURER NOKIA MANUFACTURER NOKIA MODEL # AHLOA MODEL # AHFIG B&T ENGINEERING, INC. WIDTH 12.1" WIDTH 12.87" COMMSCOPE - HCS 2.0 PART 1 WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. DEPTH 7,4" DEPTH 5.59' SIZE (HxWxD): 14.Ox16.Ox8.0 IN. IT IS A VIOLATION OP LAW FOR ANY PERSON, UNLESS THEY ARF ACTING UNDER 111E DIRECTION HEIGHT 22" HEIGHT 24.74" OF A LICENSED PROFESSIONAL ENGINEER, WEIGHT 83.8 LBS WEIGHT 70.55 LBS TO ALTER THIS DOCUMENT. RRU SPECS RRU SPECS COMMSCOPE HCS 2.0 JUNCTION BOX SHEET NUMBER: r REVISION: OSCALE: NOT TO SCALE OSCALE: NOT TO SCALE CD NOT TO SCALE I: L1_ 1 3 1 1 1 / T . .Mobile . . . NOKIA ASIB , � NOKIA ABTA WEIGHT (UNIT ONLY): 6.4 LBS. - -/�/ I WEIGHT (UNIT ONLY): 4.6 LBS. /��{ �'ti7 �� '� .a 8960 ALDHRWOOD ROAD s SIZE (HxWxD): 1.7x8.6x14.2 IN. � � SIZE (HxWxD): 1.ix8.6x14.2 IN. -�-� ,�� ti A �L//"I.. �/ (/�� PORTLAND,OR 97?.x^0 — fir. �':1' �/ .. �%' I _ _ .:���,: , /,�, ,pI CROWN 1 fir;; 7 4...,.,15-re„� - 3 - _ _ GRO ND N Elf EIF q_ CASTLE s - _ SOUT RI.) EIF2 I y 8.6' e EAC I \ 1505 WESTLAKE AVENUE NORTH,BUFF 800 SEATTLE,WA 98109 o e Oo zit ■f= y •� t O RF1 RF2 RF3 RF4 RF5 RF6 ® t _ sue_ 4_ ,Im = - ice. 00 OD 00 ao a0 ®, � B T GRP I :. "°i•- j ;0p0 00 00 00 00 O 1717 S.BOULDER 8838_ ,•o;°° CP I SIN SEll EIF4 LMP ".RF1F10FaF A ••••LglaAAq Oq Oa l oar raonc SUITE 300 • 8r8`•,,,,�__ ® EI2 EIFt TULSA,OK74119 __.___ S.,gB PH:(918)587-4630 0 CP v^w�.btgrp.corn / il— Id IN[ ~T 1 N_. N;•N N N P008256A NOKIA AMIA � T-MOBILE SITE NL'1IBER: big SIZE (HxWxD): 5.2x17.6x15.7 IN. — � �- '— o- -.I _ I ���.,N'N m;.. c r.....)i:, �': •111/1 �� ."' ' •ail �N. P r++i.a��Ai:N�M, o��I I I YY WEIGHT: 1 1.2 LBS. _ _ . ir.47-i•Aeettikiii� 4 ..-, ewe�-- '��f•-1I�:M1—a_�..,� ..................................... [[II o / BU#: 879570 _ -- WASHINGTON SQUARE PROPOSED PROPOSED MALL ASIB LOCATION ARIA LOCATION 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 QSKU# 33389 - NOKIA AMIA SKU# 34104 - NOKIA ASIB SKU# 33388 - NOKIA ABIA SCALE: NOT TO SCALE OSCALE: NOT TO SCALE OSCALE: NOT TO SCALE EXISTING 4 87'-6"MONOPOLE ISSUED FOR: - fff REV DATE DART DESCRIPRON DES/QT • �" , 0 3/19/21 LFIT CONSTRUCTION MTI NOKIA ARIL � �/ �� �/ NOKIA ASIK / �� I i� 1 NOKIA ABIC �� //� / 1 6/9/21 LHT CONSTRUCTION MT .I (UNIT ONLY): 4.4 �i i ��,_ ' A WEIGHT (UNIT ONLY): 5.8 FI WEIGHT (UNIT ONLY): 8.6 3/24/?2 1HW CONSTRUCTION NTH LBS. � /,/? A Les. // �.% �/ "' LBs. "�'r l - SIZE (HxWxD): /` // / // 11 SIZE (HxWxD): /// j/ R�':, SIZE (HxwxD): ��/ ��I� 3 4/14/zz BLI CONSTRUCTION LR 1.1 x8.8x14.2 IN. � % "' -% 1.7x8.6x14.2 IN. /� / ' • `� 1.7x8.6x14.2 IN. � ���.� i "�►�� i� /����� �. /����� _ u �r,/ �.�,�asasssasssss I,i.:►say .. . ' 8.6" - �—...� til SFP28 S-RF S-RF2 RF2 RF4 RF6 RF: Q 0uv �x�� y{��l clE i--1gfigl :I: O° 0 00000000000000000000 00 -_ ` Q� ootaKi000000000 00 �°@ _• - O ®� rr�, a.�i • I0000000000000000 ,_I,._, oo� - j�}Il�o�o 0 9 A A 9 9 $�Iir—ii asrs---m2nO°n.°,°n°n°n°n8$r°,°n°n.°.°n°noneeonno^e°�_°-�eb L� ®I/!i' IM lift 1/y oft eft iFM IM1tdt.--\'� II \ 11B99AA99 ®9 996�A / I ... ..- -.i .. ..e ..e _.m, ; t i -.. )LV_V W l u,;[L.e�V�V I..,d�W J L L.�'+..C'L' ,_{ -RF1 RF2 LMP 1♦ OREGON QSFP28 RF1 RF RF5 RF7 RP FAN STATUS SEI EIF) E1F2 °`r3 2� cy,10 TuI*0-- ems.•' .n 1r �,: w err. .:. ..j �,• 1 OB r ®pEMPILI P PA '. e L FI L k l `r' . .. ` 1244441 "d '- T �I t l i ll- � 0ilWIIIIIIIIIIIIIL. 0 .,J °.I a'PROPOSED ABIL PROPOSED �P <Vim' P'°°N�a M M I 1- a ��°°I I°) • e�}, �: a B&T ENGINEERING, INC. n 88a88 S p LOCATION ARC LOCATION !pa,' I®�®Ple9 .779° a- h L-C' / ---- --- ,.°° Lam. _ _ �% 11'IS j\'I()I "PION OF LA\S IOIi:0,1-PE7tS(1V, N LESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED 'rO ALTER THIS DOCUMENT. ASIK LOCATION SHEET NUMBER: . REVISION: 3 - NOKIA SKU# 3617 - NOKIA QSCA SCALE: TO SCALE ABIL �SCALE: NOTO TO SCALE ABIC OSCA LE: NOT 5 - NOKIA TO SCALE ASIK 3 4. 2 ` a, 00 =.,, PowerTran9m1551a1 Pow e rPI us T . .Mobile . . . O O Poway M aro loo III a... WV WPM.y Seaaa..aamM Meta WPM .a.w I ...........a../. ,,,r 8960 ALDERWOOD ROAD ar a44.eaa..w!e....y.....x WIWI. PORTLAND,OR 97220 „ Iex....aw.aaPMy. a. I comma.a.wm....a eta. osatakwargo MOM.. ..e.ree.M+ 1e11a MOW . .�� .WNW CROWN Neu.paPar 0.0M o ..a..a.as..n...a,a.. v.v., afil%10 CASTLE 0 o .,.ae....1.ro...e.n.. .........<4.=...a... 1505 WESTLAKE AVENUE NORTH,SUITE 800 ,I.I ' °°ar°r w.." '°°.m•° °a"pe" 'n'"a SEATTLE,WA 98109MINIM � _--I +m4lnparw ,tOb.iO _ �1�'.) SW AP O �'N��w�'�Mwwww��I w',.w w1�'. ® 1.O.eeaa..1 +1mn SrA=x,ac xlaxa#:,xxco 0 7=CRra;xe OEM 2.2=1uCS.0 ® wany.e.y 110xa. FRONT SIDE O NOKIA nee... Grp B+T GRP 1717 S.BOULDER ..npr�a SUITE 300 NOKIA CSR IXRE V1 ROUTER .,- .,a< - . TULSA,OK 74119 WEIGHT: 11.2 LBS. �'�*^°�+ PH:(918)587-4630 SIZE (HeWxD): 1.75x17.25x10.0 IN. """"•"'"'°'"" +;. w.wv.btgrp.com 1 + oi a,,,�,,}�a1c „IDT-MOBILE SITE NUMBER: I 1 I _. `-1 ; ; ; iii ' . r"1. 44` P008256A TOP r HCS 2.0 J—BOX BU#: 879570 WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. SIZE (HxWxD): 14.0x16.0x8.0 IN. WASHINGTON SQUARE CC MALL Reyeap .......a.a...a.._....M. 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 0 HCS 2.0 J—BOX DETAILS NOKIA CSR IXR3 V1 ROUTER RAYCAP VOLTAGE BOOSTER SPECS SCALE: NOT TO SCALE CD SCALE: NOT TO SCALE OSCALE: NOT TO SCALE EXISTING 87'-6"MONOPOLE ISSUED FOR REV DATE DRWN DESCRIPTION DES./0 1 0 3/19/21 LHT CONSTRUCTION MTI 1 6/9/21 LFIT CONSTRUCTION MTJ 2 3/24/22 FHW CONSTRUCTION MTJ 3 4/14/22 BL) CONSTRUCTION LA SPECIFICATIONS CHAPTER 12,SECTION 1206 CAPACITY(AH) NOMINAL DIMENSIONS NOMINAL ELECTRICAL ENERGY STORAGE SYSTEM MODEL VOLTAGEINCHES MILLIMETERS WEIGHT NUMBER 8 HR TO 1.75 VPC 10 HR TO 1.8 VPC 1206.2 SCOPE: 9 25° ©25° A BC A B C LBS Kg NSB 190FT STATIONARY STORAGE BATTERY SYSTEMS HAVING CAPACITIES 12 183/186 All 187/190 AH 22.0 4.9 12.6 580 125 320 124.3 56.3 External Connectors RED BATTERY EXCEEDING THE VALUES SHOWN IN TABLE 1206.2 SHALL COMPLY DC-Out E1F21RF76 SPRIT!.3 xRIO BB EXTI as EX12 EFi SAC SYex M SYnc 0u8 WI SECTION 1208.2.1 THROUGH 1208,2.12.6,AS APPLICABLE. 4x m• era In etr.. tr+. OSP 1 P Wf6 0 i Ht2II HMS �` ytl {SS ([/ BATTERY STORAGE SYSTEM THRESHOLD OTT'S ELECTRICAL DATA CATTERY TECHNOLOGY CAPACITY ALLOWED AO tonal �f�.�� SHORT INTERNAL LEAD ACID,ALL TYPES 70 kWh(252 MEGAJOULES) A z' ®;[']B„S*If631F MODEL NUMBER CIRCUIT RESISTANCE CURRENT g '�`� �.I�smnimo CURRENT (mOhma) AH•VOLTAGE(AHY1000 +" ", .dS� �� NSB 19OFT RED BATTERY 5000 A 2.8 VOLTS AH OF kWh AT TOTAL kWh I mugs BATTERIES '' AEGO'J I. . � 12 190 1000 2.26 16 38.48 C�13 4 � 4 s . CONCLUSIONS: �'Ap TUS"�� FLOAT VOLTAGE 36,48 I < 170 kWh I SECTION 1206.2 DOES NOT APPLY (Expiration De!e / 10 01 '41 OP P- _'tM CONSTANT VOLTAGE CHARGING IS RECOMMENDED £e:.00f IX 1148 DC-out DC-in 'R10 88 EXT RFIEXT RECOMMENDED FLOAT VOLTAGE:2.27+/_0.02 VPC Puervratim 2x ttmm' RJ4S PwrProftk PwrPraftta SFP* OSFP SFP+ NOKIA FSMF B&T ENGINEERING, INC. WEIGHT 55.11 LBS SIZE (HXWXD) 52.3"x17.59"x22.4" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNI FCC THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. — SHEET NUMBER: — REVISION: NOKIA FSMF ®SCALE:SNOT TO SCALE LE90FT RED BATTERY OSCALE: NOT TO SCALE C 4. 3 J 1 1 — QUAZITE BOX AND COVER NOTES: T • 1Vlobile * * * * * - �2 — CONCRETE RING 1. MULTIPLE CONDUITS CAN BE PLACED IN THE SAME TRENCH AS LONG AS A MINIMUM ® ■ * * * * * a, * /\\/ AROUND BOX SEPARATION PER THE LOCAL UTILITY COMPANIES IS MAINTAINED. • * * * * * * / / 2. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER / \\�\\�/ ,, SEEDING OR SODDING GRASS AREAS, OR REPLACING ASPHALT OR CONCRETE AREAS TO 8960 ALDERWOOD ROAD 40 BARRIER REQUIRED * * * `*\\\\\//\\//\\/ `' �/ // NI //\\/ TS ORIGINAL CROSS SECTION. PORTLAND,OR97220 (SEE NOTE 9) / \/�/ / / --pp ,/\�� * * * ` / // //\\// COMPACTED EARTH * /�\��\� \\ \ / /\/\\ ' BARRIER REQUIRED CONDUIT SPACING SCHEDULE CROWN * * jj/ \ \ I \/\/\ # MINIMUM CONDUIT a.0 CASTLE * y � • �l , \ \ \ (SEE NOTE 9) CONDUIT 1SEPARATIONCONDUIT #1Sni\CT.S'I'LAKF NL" 11\ j1.MUM • f 0 I`I I t`1=•I F \ \ GRAVEL BASE-• _1,_41 4_-�„'�_•Yy -._-� • s r:,�' \/�� !E N8109 I,S017T[RUO POWER * 6 IN. POWER SEATTLE,\X'A98109/ \ ��, \ \ \\ \\ \\ \\ \\//\\//*/\ \ 1 \/\/\ /\/\/\/ POWER * = 12 IN. POWER SEE NOTE 8TELCO, FIBER, 6 IN.defilMAV INI COMMUNICATIONS * = COMMUNCATIONS \ / 0��:i.�i -- SEE NOTE 7a3/e BfTRP \ \ 1717 S.BOULDER \ \ \ \ V 1 Y1 '••''�� QSCALE:COMPACTED EARTH HANDHOLE DETAIL sEE Wore 2 SUITE 300 TULSA,OK 74119 PH(91815874630 www N.T.S. .b9p.��m —L r" 4 \ \\ 1�•1 QUAZITE BOX //\ / / 1•`% / AND COVER E \/� //\ � T-MOBILE SITE NC\IBER: Fit';''' /, CONCRETE RING P008256A ro• . ,o- # i / AROUND BOX , \j\�_ /\j� — ASPHALT PAVEMENT s' \ ��� I op, q ice/ / , BU#: 879570 l' gig WASHINGTON SQUARE ISOMETRIC HANDHOLE DETAILS ► /-� :\ /\< MALL 1 SCALE: N.T.S. /�/ .1..PX / — COMPACTED EARTH \///// j\//j�//j\//� 9585 SW WASHINGTON SQ RD \\/\ % \\ \\ BARRIER REQUIRED TIGARD,OR 97223 !• SEE CONDUIT SPACING SCHEDULE \/\ \�\\j\\z (SEE NOTE 9) YIN. EXISTING •r ►—•i'Y� :.lir_,.r Vr L �r'•r sr_ GRAVEL BASE 87-6 MONOPOLE \ \ E 11 V/V//V//V//V//V//V//V�/\ \ \\ \\ \ \ \ ISSUED FOR: . , II 4 3/18. REV DATE DRAIN DESCRIPTION DES./Q.\ 0 3/19/21 LINT CONSTRUCTION MT) ASPHALT PAVEMENT HANDHOLE DETAIL DETAILS I 6/9/21 LFIT CONSTRUCTION NT) ( )TRENCH 3/24/22 1HW CONSTRUCTION MJ 2 PIECE COVER SCALE: N.T.S. SCALE: N.T.S. 3 4/14/22 ELT CONSTRUCTION LR QUAZITE BOX 1. CONCRETE COLLARS MAY BE DESIRED FOR INSTALLATIONS IN DRIVEWAYS, PARKING LOTS AND COVER AND OFF-ROADWAY APPLICATIONS WHERE SUBJECT TO OCCASIONAL NON-DELIBERATE BARRIER REQUIRED TRAFFIC, THIS APPLIES TO BOXES MADE FROM ANY MATERIAL TO PROVIDE ADDED (SEE NOTE 9) / CONCRETE RING PROTECTION FOR THE TOP LID. THIS IS NOT NECESSARY IN GRASSY AREAS OR AREAS / AROUND BOX SUBJECT TO PEDESTRIAN TRAFFIC. Siii4 — PG BOX CONCRETE PAVEMENT 2. CONCRETE ENCASEMENT TO BE 3,000 PSI MIN. • 3. CONCRETE ENCASEMENT COLLAR DIMENSION "D" TO BE EQUAL TO DESIGN PAVEMENT �y'' LIFTING BOLTS �' o DEPTH. / '�! (TYP. BOTH SIDES) f / / -- r\ / 4. PAVEMENT AND SUBGRADE TO BE SHOWN ON THE ENGINEERING PLANS. 1 SOESOS \\\ \X' il \\\\\\\\ COMPACTED EARTH 5. EXCAVATE THE HOLE APPROXIMATELY 6 TO 8" DEEPER THAN SUGGESTED HANDHOLE °HanTpYt�� /// / f�/f/ // BURIAL DEPTH. \\\\ \ '\\�\\�\\ BARRIER REQUIRED ([xpuatonpare 2 �// /� (SEE NOTE 9) 6. APPROXIMATELYPACT THE S6BTO 8SOIL " OFGRAVEL TO THETH A BACK—HOE RBOTTOMROFL HOLIC E. ADD Pan r 04.r r_.r. . : :�. r r.• v GRAVEL BASE 2'X4' MOUSEHOLD ----�� 'r'rr'r'r'r' ` ` • ,i j\//\//\//\//\//\/// � 7. PLACE THE HAND HOLE ON THE LEVELED GRAVEL BED. LEVEL THE HAND HOLE. (TYP. BOTH SIDES) \ \ \ \ \ \ \ 8. BACK—FILL WITH LOOSE EARTH MATERIAL UP TO THE TOP SURFACE OF THE HANDHOLE. / / /\// j /\/\/ DO NOT BACK-FILL WITH CHUNKS OF FROZEN MATERIAL OR LARGE ROCKS NEXT TO THE GROUND LID. PACK THE BACK-FILL MATERIAL BY FOOT TAMPING, NO MACHINE TAMPING. B&T ENGINEERING, INC. III �3/,e 9. PROVIDE BARRIER HUBBELL QUARLITE # PG 2436BC30. IT IS A VIOLATION OF LAW FOR ANY PERSON. UN!PSS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. Z HANDHOLE DETAILS ®CONCRETE PAVEMENT HANDHOLE DETAIL NOTES SHEET NUMBER: r REVISION: SCALE: N.T.S. SCALE: N.T.S. O SCALE: N.T.S. C-4.4 3 • TnsMobile . . 8960 ALDERWOOD ROAD PORTLAND,OR 97220 Charles Universal Broadband Enclosures (CUBE) CROWN RL1000 Series Backhaul Cabinets :4: CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 CUBE RL 1000 Series cabinets provide environmental protection of Ethernet equipment and other electronics for wireless badchaul applications at cellsites and other remote outdoor applications.With 14RU of rack space,these compact enclosures can be flexibly mounted in small spaces.An optional slide-out tray B+T GRP (97-001990-A)provides storage of equipment that is not rack mountable.• 1717 S.BOULDER ,' SUITE 300 ' I Overall Dimensions 26"H x 22"W x 20"D TULSA,OK 74119 PH:(918)587-4630 Rack Space 14RU www.btgrp.com 113 ) Rack Width 19"EIA Standard Hole Spacing pacin on Racks EIA 12-24 Bonding&Grounding (1)8 Position,2-Hole Ground Bars 1 Fuse Panel (1)Wallmount 10 Position GMT Type T-MOBILE SITE NUMBER: z `' Cable Entrance. (5) 1.75/2.5"Double Knockouts P008256A 1 i 1w )` Color Off-White #i a r Construction Welded Aluminum F Mounting Wall or H-Frame,Pole Mount with optional kit BU#: 879570 ,.- : ::- '' -, Thermal Management Options.,..580W 24VDC/48VDC/120VAC HX,750W 48VDC WASHINGTON SQUARE e HX,2K BTU HVAC,Vented with Fans MALL. Note: RL1003 Models have Heat Exchanger positioned on the side of the cabinet, RL1141 Models have Heat Exchanger positioned on the front of the cabinet. 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 'Mown with optional slide-out tray) EXISTING Overall Equipment Equip. Battery Handoff 87'-6"MONOPOLE Load Integrated Weight Charles Part# Dimensions RU Mounting Rails Chamber Door Chamber Chamber Chamber Center Thermal Specs Power Empty(lbs.) Dimensions Dimensions Dimensions - CUBE-RL1003-A 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None 580W 24V DC HX — 90 CUBE-RL1003A-A 26x22x20 14 19"Fixed Rail Frunt 28x22x20 — — Nur e 580W 48V DC Hx — 90 ISSUED FOR: CUBE-RL10038-A 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None None — 75 REV DATE DOWN DESCRIPTION DES./QA CUBE-RL1003C-A 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None 580W 120VAC HX — 90 0 3/19/21 LHT CONSTRUCTION MTI " CUBE-RL1003D-A 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None 580W 24VDC HX — 90 1 6/9/21 LILT CONSTRUCTION MTJ 2 3/24/22 IHw CONSTRUCTION MTJ CUBE-RL1003E-A 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None 2K BTU HVAC — 105 3 4/14/22 131.1 CONSTRUCTION LR CUBE-RL1003VF-A 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None Vented with Fans — 105 CUBE-RL11411AN1 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None 580W 48V DC HX — 90 CUBE-RL11411CNI 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None 580W 24V DC HX — 90 CUBE-RL11411DN1 26x22x20 14 19"Fixed Rail Front 26x22x20 — — None 750W 48V DC HX — 105 For additional product information,please visit www.chatlesindustries.com OG-OSP021-K16 Char300 INNOVATIVE ENCLOSED SOLUTIONS-" 5600 AlloDrive Industries,Ltd. Phone: (947)806-6231 5600 Apollo Drive Web: w47)Shade 1 "" hG3'r/es Rolling Meadows IL 60008 web: www.charlesindustrars.com L (/J ! J• .GC, Cy40'NI''''. Exprtaban 1:12 / 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. LEC CUBE SPECS SHEET NUMBER: REVISION: SCALE: N.T.S. C45 3 13'-5"WORKING CLEARANCE 1 • •Mobile • • • • 12'-3" 4' 8960 ALDERWOOD ROAD PORTLAND,OR 97220 2'-6" I 9" ' 2'-6" 9" , 2'-6"I 9" ' 2.6" A _ 4"REAR -4- - - / \ I#— I CLEARANCE CROWN I I CASTLE n. I I I 1505 WESTLAKE AVENUE NORTH,SUITE 806 I (FUTURE) (FUTURE) PROPOSED DELTA PROP R POSED DELTA SEATTLE,WA 98109 BATLu N I I ' HPL3 600A DC CABINETERY CABINET U 2 I +T GRP c - I I U 171 7 S.BOULDER ` L J L J Z SUITE 300 ,F, •- TULSA,OK 74H9 I 2 PH:(918)587-4630 CC 0 www.btgrp.com io To T-MOBILE SITE NUMBER: \ `.. P008256A BU #: 879570 I 1 WASHINGTON SQUARE MALL PLAN VIEW 9585 SW WASHINGTON SQ RD TIGARD,OR 97223 EXISTING PROPOSED DELTA LB3 BATTERY CABINET PROPOSED DELTA PROPOSED DELTA LB3 $7-6r]MONOPOLE ( (2) BEYOND) - 1 ' CABINET WITH PROPOSED DELTA HPL3 600A DC HPL3 600A DC CABINET BATTERY CABINET& FUTURE CABINETS ), (-) I I D 1 ll I CISSUED FOR: REV DATE DAWN DESCRIPTION DES./Q,\ S00 unNu 11 0 3/19/21 LI-IT CONSTRUCTION MIT �I hP� r�0^ 0V I°I 8 .' 1 6/9/21 LHT CONSTRUCTION MNMii I. 11 2 3/24/22 IHW CONSTRUCTION MT! lit II { P 3 4/14/22 BLI CONSTRUCTION LR li lt C\PO aICHA, i ®N v II JJ i°1 llik i W kr,i1 ( i I `rJJ Pr 0 i 1 O Ik t I, o i () I4 Io ',y tit ,� t 4` I° I I It _ n•I O I I; 11 ,4 , ; � it Iii ,' ® III 1 �ii �� 11 I1 'S 000.309 I (i 44.13.2�� jr i. I ® CH40 TUSZ\'-- L Q.�r) .1 ♦ L ' L— _ 4&pir9I5fl Oat___ _f//'�� 2 1 SKU#33554 DELTA 6"PLINTH - 6 • k 4"REAR 2'_6" 1 AAA 9" 1 tY 2'-6" 9" 1 2-6 9" 1 2-6" -ter f CLEARANCE Y 13'-5"WORKING CLEARANCE Ak I - - --- SIDE VIEW FRONT VIEW SKU#33554DELTA6"PLINTH B&T ENGINEERING, INC. IT IS A VIOLATION OF LAW FOR 3Nl t':.::., UNLESS THEY ARE ACTING UNDER THE DIRI:CI:i''t OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. OEQUIPMENT LAYOUT SHEET NUMBER: REVISION: 1 SCALE: NOT TO SCALE c_5 3 1 MANUFACTURER: DELTA SHIPPING HOOKS TO 22" BE REMOVED AFTER • �+ HPL3 SITE SUPPORT CABINET INSTALL IMIII (4X)5/8"0 FOR TiMobile MODEL: CABINET if • CABINET ANCHORAGE • 551 LBS WITHOUT WEIGHT: ( 1 _� ! o I o 8960 ALDERWOOD RO.AD EQUIPMENT) I roRrLAND,oR9722o 1,800 LBS (WITH 'ei P , o 1— s +- EQUIPMENT) KNOCKOUT � _ � y DIMENSIONS: 30.0"x35.0"x72.0" � � f l CROWN ,---A— _ 1al: DC CABLES = ----r +-' 4: L CASTLE NOTE: �_ —•— • CORRECT KNOCKOUT TOOL REQUIRED FOR PUNCHING o ° (�D) KNOCKOUTS.DO NOT DRILL KNOCKOUTS THROUGH O `! 019 p 1505 WESTLAKE AVENUE NORTH,SUITE 800 I ��(� o 0 0 0 • ® e! SEATTLE,WA 98109 • CONDUIT MUST BE PROPERLY SECURED TO PREVENT I) DAMAGE TO CABINETS AND/OR CABLING I,1i mr y .'FiiSdtd �Mi-'cxf. RACK ASSIGNMENT 4-( i, f���+r��iaits.w,w �i ,, B+T GRP 7Q.-R���:� °° 1717 S.BOULDER - �' iii SUITE 300 RU SLOT DESCRIPTION DESCRIPTION ) \ '' i °e, °° TULSA,OK 74119 I � , If t._, )all•3,4L 4''44.ii*f .., PH:(918)587-4630 / 1 RAYCAP BOOSTER#1 4MiN� << �� ,�.A �.�- •° + '4 ' `ni www.blgry.wm 2 RAYCAP BOOSTER#2 �� °1 t'i 4 FIBER CABLES r II s-°� r ' (YELLOW) ei. s 3 0 30" Jii*,•.444,./.a 47ewan,4,T A. i al 4 AIRSCALE#1 i JCiliii4T4pii4),q,QL Ilia.'� T-MOBILE SITE NUMBER: 5 ISO VIEW N.T.S. FRONT VIEW a� -_ ... P008256A BISIERWISSIAN6 FIBER MUX#1 I 29.5" 4' KNOCKOUT "d 44.A;.5 . t.LN dk APII-.IIIALIelfd M`9: 7 FIBER MUX#2 22.2" o ° �� BU #: 879570 4x.75in tiiir=43..UraaP WASHINGTON SQUARE 8 AIRSCALE#2 -FOR CABINET ATTACHMENT I 1L! a MALL 9 tr <6 ;n ETHERNET !I S 0_■jfl1I1 FIBER MUX#1 v o I 1• v (' CABLES n-I■•1U•IIr;TI••II!■!I',` 9585 SW WASHINGTON SQRD 10 FIBER MUX#2 (BLUE) TIGARD,OR 97223 �iCTf:1�•�ap[••�L 11 a 2se in MR N ACCESS PLATES r�� I 11 EXISTING 12 AIRSCALE#3 c�i -USE T25 TORX \ ° ACCESS 13 \ KNOCKOUT—� /(e l 10.1! PANEL 871-6"MONOPOLE 14 FIBER MUX#1 a- a o . io MilMir e $!IK•11)1!!•41e FIBER MUX#2 Top • N 15 ,: MOT .. e a 16 2s.s" s„ PLAN VIEW ISSUED FOR: 17 k 29.5" f--/ REV DATE DAWN DESCRIPTION DES./QA FUTURE EQUIPMENT a 3/t9/2t Llrr CONSTRUCTION MO SKU#33554 DELTA 6in PLINTH SKU#33554 DELTA 6IN PLINTH 4,. 21" INTERNAL ROUTING , ' 6/9/21 LOT CONSTRUCTION TTJ 19 PLAN VIEW SIDE VIEW -- J. ' 2 3/24/22 JHW CONSTRUCTION MTI 6" 35" DC BREAKERS 1 3 4/14/22 91.1 CONSTRUCTION 1R 20 BATTERY CABLE ROUTE RECTIFIERS 21A- KNOCKOUT.WITH THE FIXED -- _ h -i (1)2"LB OR LL(LL PREFERRED) LENGTH OF BATTERY CABLE RAYCAP r FOR THE DC WIRE RUNNING ,- 22 LEGACY BB#2 4 p O� PROVIDED,THIS IS THE ONLYr Qh FROM THE DC RECTIFIER TO pc—ce:ii-o. —O"' 1. BOOSTER F° KNOCKOUT YOU CAN USE. • • • i41 THE COVP.FOR HCS 2.0 THERE Y , (SKU#32052)23 , o00I ARE(3)PAIRS FOR A,B,G ' • • • • • CSR SAR SAS ris ROUTER 24 �h -� �i _ � (1)4"RIGID CONDUIT - '�I WATER-TIGHT FOR I . kg,/ AIRSCALE .mI 25 LEGACY BB#1I' r ROUTING BATTERY CABLES I H. BASEBAND ue ( , THIS PANEL OF KNOCKOUTS I -, 0, 11 INTENDED FOR RUNNING DC r 26 I TO THE RECTIFIER. O I. [ I WIRES TO THE COVP a >° AIRSCALE 27 FSEE ON FMAB ,- '° BASEBAND 'Ag,�� ii I )"—(1)2"OR2-1/2"LLOR /, _,: 1 ( WATER-TIGHT GROMMET IS USED I r. BACK PANEL �I '� � HERE FOR THE BOTTON FIBER �'� FUTURE 7:: ORf30`I JUMPERS TO&FROM THE COVP 4 � "'3' FOLDS OUT ;Ik .! EQUIPMENT�_ ;� + HORIZONTAL SHAD TU1t��_-.r . —CABLE J. MANAGEMENT lExp ty,D°!eid 12 p", INTENDED FOR AC I 1 FIBER ROUTE OPTIONS INPUT WIRES FROM PPC 111 I LEGACY emu. ,.a 7 BAR I�1 J ( BASEBAND III FLEXIBLE TO RIGID F OCONDUIT IIdi, I ���� 1"KNOCKOUTS ARE (1)2"LL IS USED FROM A I �n_t INTENDED FOR(1)DC POWER FLEXIBLE !1 li TO THE CIENA,(2)ETHERNET THAT RUNS ALL THE WAY TO Lill I, ° B&T ENGINEERING, INC. OR FIBER CABLE FROM THE m FSEE ON FMAB SKU#33554 DELTA 6"PLINTH o THAT TERMINATES TO THEI __ CIENA OR TELCO,(3)ALARM 1 I'Is 1 l Ic)I.ATION OF LAW FOR ANY PERSON., CABLES FROM THE PPC CABINETS AC TERMINALS FRONT VIEW Nl Fss IHFY ARE ACTING UNDER EN DIRF(LION OF A LICENSED PROFESSIONAL ENGINEER, �_ (OPEN) Tn ALTER THIS DOc:UMENT. LEFT VIEW RIGHT VIEW SKU#33554 DELTA6"PLINTH ODELTA HPL3 SITE SUPPORT CABINET SHEET NUMBER: REVISION: SCALE: NOT TO SCALE _6 2 \ �J l MANUFACTURER: DELTA 5"REAR MODEL: LB3 BATTERY SUPPORT CABINET ; 22" CLEARANCE T. , �� ! -ibi n e 30 WEIGHT: 509 LBS (WITHOUT EQUIPMENT) j �j° lYj" jc 2,750 LBS (WITH EQUIPMENT) 29.5 )1 '- 22.2" ',' / 8960 97220 ROAD DIMENSIONS: 30.0"x35.0"x72.0" I 4x.75in -FOR CABINET NOTE 1 ATTACHMENT o • Igo • CORRECT KNOCKOUT TOOL REQUIRED FOR PUNCHING KNOCKOUTS.DO D o • 1 1 I ICROWN NOT DRILL KNOCKOUTS THROUGH • CONDUIT MUST BE PROPERLY SECURED TO PREVENT DAMAGE TO ro I a: CASTLE CABINETS AND/OR CABLING in 1505 WESTLAKE AKF AVENUE NORTH,SUITE 800 A N I '' (4X)5/8"0 FOR CABINETSEATTLE,WA 98109 o a ANCHORAGE o o 'I, 0 0al Top r �' I I b B+T GRP 26.6" 111.11111 1717 S.BOULDER SUITE 300 29.5° � , "Ii ` TULSA,OK 74119 SKU#33554 DELTA 6in PLINTH , I . PH((bt9`P607m630 PLAN VIEW \\ PLAN VIEW PLAN VIEW (ANCHORAGE) \` SHIPPING HOOKS TO BE REMOVED AFTER CABINET INSTALL T-MOBILE Sill,�,NUMBER: P008256A BU #: 879570 _ ---- WASHINGTON SQUARE • MALL 1I' , 0 .. d 8 ,o �i',i' '`- 9585 SW WASHINGTON SQ RD 35" 6" TIGARD,OR 97223 000 .0 _ EXISTING _ 4. 87'-6"MONOPOLE 1°' 0 6 ® ° ®yI� I ° t . W 0 ® 0 —BATTERY CABLE ROUTE KNOCKOUT.VNTH THE FIXED l J M 1 �v I ,I LENGTH OF BATTERY CABLE a ISSUED FOR: �� PROVIDED,THIS IS THE ONLY ®161 h;. BATTERY : ® F REV DATE DRwN DESCRIPTION Des./�.3 KNOCKOUT YOU CAN USE. BRACKET �E�—T-1��,�— 0 3/19/21 Lrrr COCONSTRUCTION 9.0 a`t C, Lli I III I 1 n 1 6/9/21 LITP CONSTRUCION MT] I �' l41'�[. .. 0 2 3/2{/22 IFIW CONSTRUCTION SfCt Oi (1)4"RIGID CONDUIT I • ® 3 4/14/22 ELI CONSTRUCTION LA �i (WATER-TIGHT)FOR I ;t ROUTING BATTERY -\ ft ��` CABLES TO THE �IIt I171,- RECTIFIER. �' N' �M�Ir-t� 1 r � 1W I I;i, - • II 3rl, C • 4X BATTERY SHELVES, V ' 1�� I` D 1 1 BATTERY 1 ® r r fifdoh°'•,•-4 II I .. VIBRATION UP TO 200AH l' i1 I MOUNTS I I I I III I 1 '� ,MGM �� �1 .y, 1 i I Oy40TU-0"' �i 1 I1. 0 I ;,, 0 1J i� ; I ® , 1ErFnation Date / 2 ISO VIEW SKU#33554 DELTA 6"PLINTH___Z • N.T.S. LEFT VIEW FRONT VIEW FRONT VIEW B&T ENGINEERING, INC. (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. ODELTA LB3 BATTERY CABINET SHEET NUMBER: .- REVISION: 1 SCALE: NOT TO SCALE _ 3 i T • •Mobile • • • 8960 ALDERWOOD ROAD PORTLAND,OR 97220 - awl** CROWN v CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 CABINET FRONT DOOR-SWITCH DC LAMP DOOR „c DC LIGHT 3798xxxxxx FAN TRAY 1 B+T GRP 10 POSITIONS ® I FBI FAN • GROUNILBUS BAR RETURN) =" (tT I 1717 S.SUITE 300 BOULDER 000 00 I IOOQ OO 1 _-"ALMW ICEµ+ TULSA,OK74119 __ .+2.BUSWw ,may-2, ,.;w - I PH:(918)587-4630 2AWG T A. 1 FAN-4 1 ',. I 1 w�vw.bigrp.com /77 2AWG I.-- .= —2---1 7-9---"a C210 ; Buscow(umc) FOR HEATER CSOTRa0 T I .I..I.-/-m "6.DUD s.w' I PE —1 — ^ RECTIFIER 1&' • nA -N • .' T2 nu.uuc I•�i 0 3.;; cu-le-A-13 I LI ° _ RECTIFIER 1&7 PE o _,��' " 9UBSwR(-480WC) FOR FAN CONTROL Q 5505601165 I L2 $ -/'-�- — L2 /-� .- I�—I O N,_ ©© cum cN FAN TRAY 2 N °--' — � RECTIFIER 2&8 N -u'-� �- T-MOBILE SI I�'.NUi RECTIFIER 2&8 FIBER: u_;®p [I - N.w FAN+= N" FAN FAN P008256A ox1. © fir' 1 a.WO -3.N'�N ==� 1- „ �- RECTIFIER 3&9 ,^-�- RECTIFIER 3&9 POWER SHELF 3'°'' _ \�ZY fI;$) ® ���� -A.RWw 7.FIN-.` - • _ o�A+a®a SE-46H/HH A (WO -5..5 3' RECTIFIER 4&10 " , ®� D'P11 I r �- RECTIFIER 4&10 BU #: 879570 1111 © CNNt I ,-, ACOUT 1 ^ „ ,---. ACOUT 1 o WASHINGTON SQUARE 0 - NAM FAH — C _ MALL DD CONVERTER ✓ . -2.MON Z.ALARM p -. o DOS-24/081 B-S) -3.BUSCOY `3. I D.S IN 4.RAM 7.FAN- -- - i PNt:BLUE!!Mw N���U NF-'o _ [FM —3.l�lD 3� — NNP:YEIION,PNN p ¢ ., g 5505604285 s.:Do �.vAu a -�>p µ" .. ACOUT Z -T o N 9585 SW VGI�SHINGTON SQ RD suss. JUMP SETTING o ACOUT 2 (- 0 0 F00 ALARM SSOSaO I953 '� .p- -� ,(,,�, L— cans SHORT FAN TRAY 3 AC HEATER 1 " r< AC HEATER 1 „"tea TIGARD,OR 97223 Y Y CNNB SHORT CANl3 CAW ,�- �-u CNN7 OPEN OPTION CNNB OPEN -I.NAY I.FAN* _ FIN FAN J _ o �- _2.8uscml -2.ALAN _ o N ® 8 CNNIO OOPP OPEN EN --4 PNN Buscom e.FM- 4 o Ac HFA FR 2 "o o , EXISTING I3.� -6. j AC HEATER 2 4_ _ 87-6 MONOPOLE C.NNI - 1 SB350 1-L ALAN 1.FAN+>> '1'.-IS: FM6 OE/EU, .' -� ® TO s6 OR B -3.euscow 01.1513011 3;N 12DV OUTLET 120V OUTLET -" - SB350 -4.PN3l -3.FAN-._._ `}- r� r-�. COw- ©;°° -S.MO PAW a `r,,o"` 4 ISSUED FOR: SB35058056012653 NOT USED REV DATL. URIC'N DGS(,RF['TION DES.IQA �a o cENSE HOER NAM PE'O PE o r 0 3/19/21 I.HT CONSTRUCTION AITJ - SB350 —c.x L2'OLI �� L2 0 = e/s/z1 rr CONSTRUCTION Al O� TO GENSE -z.Bosom .! _ N'� 11 N � 3/ /+ CONSTRUCTION MT __ 3.Buscow 3. . 58350 =a.r33U -3.FM- ©Q TO GENSEF 3 4/14/22 BLI CONSTRUCTION LR �I� ems.ONO 3. s.uND s F'"t ©CMCTE2 I IoI�Io) ` SET JUMPER T03 PHASE zca SB175 �� o vz RAn .��RECTIFIER 5&11 RECTIFIER 5&1' SB 175 a aoow AC FN0 0 OODu AC NEATER(6104) Otow� TO V2 BAn P/N 5015036500 P/N 5015035500 - IIIMI RECTIFIER 6&12 ^ - RECTIFIER 6&1 - — 11 r`' ACOUT 3 ACOUT 3 PDAEA I 1-WV- ?MRpaw-- ♦i Z I ��—CInRCI ,---,--- 0 REAR DOOR-SWITCH DC LAMP '`"k'4 'T g N "gU "u"H. g N O o� NA- =o NC DC LIGHT $ $g ©Q fr.-a mw _® w -18V I I © I 0 1 1 O L1 N u©I Of;E60N u z CONNECT TO AC BREVU:R 0SA000r TO S0&RFN(ER a°',13.2pa` aC„40 TUS"F- k>Ipltation Date / / B&T ENGINEERING, INC. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNI FSS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. O DELTA HPL3 SSC INTERNAL CABINET DIAGRAM O DELTA HPL3 SSC RECTIFIER DIAGRAM SHEET NUMBER REVISION: SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE c_.8 3 t / i 1 NOTE: DIAGRAMS PROVIDED ARE PER MANUFACTURER INSTALLATION GUIDE • 8960 ALDERWOOD ROAD PORTLAND,OR 97220 CROWN 0.***4 44,,, CASTLE I505 WESTL.AKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 • BUSCOM [+ovj III 6 L--- 6+T GRP 171 7 S.BOULDER SUITE 300 CANBUS CANBUS CANOES CANBUS CANOES CANOES TULSA,OK 74119 XCt 1 XC1 1 1mi I XCt ( %Ct ( XCt PH:(918)587-4630 www.btgrp.com 1.1-1pE a-x u-2pE r 11-'PE PE epE rPE 17/t. R- 17AF P- 17AAf f 17krf a 17 17 f 6,3}". O © Q O 0 CD— I II-'r I TI-'I[ 1 I-'I I 1I-'I ICI I- 1 [CANI I-'1 p CD--' O O O TO LB2 BATE TO LB2M o L82sAn TO LB2aan 1(00 ,n(� `\• • • o RM 1.1.1 RM 1.1.2 RM 1.1,3 RM 1.1.4 RN 1.1.5 RM 1.1.6 /• • • o `•• • •o C 0/ o T-MOBILE SITE NUMBER: ' ' so `(J CT V O `CJ V V o P008256A O • • • • • Pitt 55505602715 _1-1 BU#: 879570 . • O QO•• O`er �— RRAP��D t9 F--fi9 WASHINGO L SQUARE DC SPD • LVBd -V1 2A CANOES CANOES CANOES CANOES CANOES CANOES� i r 75A N0. P/N201300571371 [Ell XCi C1 I Dig' I X1 I ""'1 75p +_ CNC PN:s5o55os,e3cxca PE PE PE 0PE QE 811E Pi d® 1 e (E)200A,120/240V,1PH,3W METER 9585 SW WASHINGTON SQ RD 7A f" 1747 17' . 7 "f 7 y 7 faz" I 0 SOCKET WITHIN NEMA 3R ENCLOSURE E)(1)#4 CU,3/4"C.TO TIGARD,OR 97223 00 la a 4 GROUNDING SYSTEM(VLF) [ jCAN_-.J[ IcA4.Q-', ,AN[-1.L ICAt,I-L jcANf- I.I 1C41.I a ®Effsse I` 7 i 4 EXISTING RM 1.2.1 RN 1.2.2 RM 1.2.3 RM 1.2.4 RM 1.2.5 RM 1.2.6 � 0911— '•"•' 3 W 8 / 200A 87'-6"MONOPOLE �i� 1�1 �-_-- NCI CNC2 g O� (E)CONDUIT FROM 2P g �r ® POINT OF UTILITY q L rf 7 CONNECTION •_ E)(3)#3/0 8(1)#6 GRD, _ I 11 le 1 m 2"C(VIF) ♦ BREAKER RAIL BUSSMR -8V "' a I® wo C—K P/9 55056040fi6 ISSUED FOR: • • • OOOOO• • m•._• • • • • • • • „• • AC FAIL 0 I® �� ern:. Iz I 1©ICNF15 RELAY WP REV DATE. DRWN DESCRIPTION DES./QA Y Y 4 g I y yy ygma6000A BATTTVSS m CI • • ^• • •� 0— pI1� Lr \ ERATOR,,((�� ATTERY/� - • m• • ••• 11••• • • • CN �� ( BACKUP) \ PANEL4/1/22 0I1 CONSTRUTION LR (\p • EPTACLE • • • • • • • • • BUSCOM —8V --(-4 u62 (M(1)#2 AWG • • • • • • • • • • • • • ® 3/4"C TO(E) IMBES3 GROUNDING .------"------------------(N)0 AWG GRD,2"C SYSTEM N. DELTA HPL3 600A SITE 12 POSITION O"' D2 ,n IN POSITION D, -2 19 POSITION — SUPPORT CABINET P/N:550560995 7.72 P N:5505604292 0 of P N:5505604292 / 7A z z P /. LOADS Q ///// `f'' 17e 21;gnu iD o // ii/i4/✓!/J���� ae• E I,z ,zno ,,Iz _ _____ PtlI I IMIP POWER u2_ � q� pN- q�a�. ua�N_AA ))ETHERNET �a.�S���. ril FIN IN C'RIBD FAN CHRD TU153'tc 1priratior OWis/ 2 B&T ENGINEERING, INC. I I is{VIOLATION OF LAW FOR ANY PERSON, i.'\I A aS THEY ARE ACTING UNDER THE.DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ODELTA HPL3 SSC DC BREAKER WIRING DIAGRAM O DELTA HPL3 SSC TYP. ONE LINE DIAGRAM SHEET NUMBER: REVISION: SCALE: NOT TO SCALE SCALE: NOT TO SCALE C_9 3 r 5:2020 P013P2r-1 :›L'rill Retain 1 i?]ii}1 -ij 1 'Ts t •l.iVbile ■ t ■ J ieLv ConfConfiguration c '¢(y(�C �` 8960ALDERWOODROAD iguratio 1 56�/90EZ 5 _T PORTLAND,OR 97220 * For SG and LIE Airscaie BB dimensioning refer to Fiber Port matrices. (Alpha, Beta & Gamma) al CROWN F _ Lowband v CASTLE �a+MB B12 (L700)—5 MHz i505 WESTLAK ATTLE, A 98109 ,SUITE Boo SEATTLE,\C'A 98109 Pasftreptltwuta 871(L600) —10 MHz 871 (N600) — 10 MHz III ( B+T GRP t� -� 1717 S.BOULDER } y" l 't' FDD- Midband TU SA3OK 74119 i PH(918)587-4630 84 (L2100)—20 MHz w wa.btgrp com ' . 866(AWS3)s3) StV Hz 82 (11900) —20 MHz T-MOBILE SITE NUMBER: P008256A B25(L1900)—20 MHz SRAM—GSM PCS BU#: 879570 WASHINGTON SQUARE i I 6 5 ' 4 3 I I MALL w, 17st 2 ? " 1 DD- Band 41 Th 2.5( .SGHz)—60 MHz 9585 SW WASHINGTON SQ RD 1,,--d r-d I ! r, N41{2,5GHz)— 100MHz TIGARD,OR 97223 t2 nd carrier(<=80M Hz) EXISTING A H LOA A H F I G 87'-6"MONOPOLE 7 00+6,00 "I.W'S i I'C ISSUED FOR: REV DATE DR1t^E DESCRIPTION DES./QA 0 3/19/21 LITT CONSTRUCTION NIT) - 1 6/9/21 LILT CONSTRUCTION \IIJ 2 3/24/22 IHW CONSTRUCTION 'N-II 3 4/14/22 BLI CONSTRUCTION LR Top""lf° OM NM around HCS2.O HCS2.0 a Towerlop TawerTop r > M r_ 5RM LIE + GSM i REGON` "13.2pe SG /�urr�� r#'F SM cy'10 7USSS''. Aa scale A GSM . ,..lion _ / PCS LIE FDDI D - - t 1f C�lel B&T ENGINEERING, INC. AIT IS A VIOLATION OF LAW FOR ANY PERSON, . . ONI.FCS THEY ARE ACTING UNDER THE DIRHCTIOS OFA LICENSED PROFESSIONAL ENGINEER, Lirtke ._. _......_-. TO ALTER THIS PO!'USIENT. OFINAL PLUMBING DIAGRAM SHEET NUMBER: REVISION: 1 SCALE: NOT TO SCALE C_ 1 3 t 1 0 _ J i NOTES: NEW CONDUCTORS TO BE INSTALLED SHALL BE COPPER. T • a1VIObil ? • • • ALL CONDUCTORS SHALL BE THHW, THWN, THWN-2, XHHW, 111 ���.../// VVV 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. Cr% CROWN v CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 801) SEATTLE,WA 98109 V (E) UTILITY COMPANY TRANSFORMER B♦T G�� SUIT S.BOULDER SUITELS ,00 L _ _ J PH:(918)OK 7-463 PH: 567�630 www.btgrp.com (E) WIRE AND CONDUIT 3R 200A, 120/240V, 1�3W, NEMA 3R METER ENCLOSURE T-MOBILE SITE NUMBER: P008256A L _ _ J BU#: 879570 WASHINGTON SQUARE MALL (E) 200A, 240V, 2—POLE, SERVICE RATED, NEMA 3R DISCONNECT 9585 SW WASHINGTON SQ RD S( TIGARD,OR 97223 L _ _ J EXISTING 87'-6"MONOPOLE (E) WIRE AND CONDUIT - ISSUED FOR: REV DATE DRW'N DESCRIPTION DES.;Q\ )200/2I 0 3/19/21 LITT CONSTRUCTION MT.I NEMA 3R, PPC WITH INTEGRATED I�MANUAL TRANSFER SWITCH. 1 6/9/21 L CONSTRUCTION M'I 3/24/2211/ 2 IHa' CONSTRUCTION MI' 3 4/14/22 BLJ CONSTRUCTION LR (3) 3/0 WITH #6 GROUND IN 2" CONDUIT 200/2 • L J FINAL PANEL SCHEDULE — Pt VA BUS (2) 2" RGS FOR DC CABLES P LOAD POLES AMPS AMPS POLES LOAD Ll L2 111 OREGON 1 7 BBU PRIMARY P029XC053 2 15A2 8 60A 1 SURGE cH�01 �� 3 9 NEW DELTA NEW DELTA tLaptratlon D ax./, HPL3 2 t00A 4 10 15A 2 MMBS PRIMARY BATTERY CABINET SSC LIGHTS 1 — 5 11 — 1 GFCI EXHAUST 1 6 12 RATED VOLTAGE:■120/240 0 . 1 PHASE, 3 WIRE BRANCH POLES:■12 024 030 042 APPROVED MF'RS RATED AMPS: 0100 MI 200 0400 O CABINET: ■SURFACE OFLUSH NEMA 01 ■3R 04X ❑MAIN LUGS ONLY(MAIN 200 AMPS■BREAKER OFUSED SWITCH WHINGED DOOR ■KEYED DOOR LATCH ❑FUSED ■CIRCUIT BREAKER BRANCH DEVICES 0 TO BE GFCI BREAKERS FULL NEUTRAL BUS IGROUND BAR ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10.000 AMPS SYMMETRICAL B&T ENGINEERING, INC. REPLACE EXISTING WIRES FOR EXISTING SPRINT CABINETS WITH (3) 1/0 AWG THWN (COPPER) AND (1) 416G AWG. MINIMUM CONDUIT SIZE TO BE 2". IF 200A 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. IT IS A VIOLATION OF LAW FOR ANY PERSON, FINAL PANEL DESIGN AND CALCULATIONS FOR WIRE SIZE WERE BASED OFF OF EXISTING PHOTOS UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: OAC SCALE:NNOTSTOESCALE .)SCCALE:I NOTDITORSCALE Fi- 1 3 i 1 3 GROUNDING PLAN LEGEND Ig _ — _ #6 STRANDED COPPER WITH Y GREEN INSULATION GROUND WIRE '/'',�` • i #2/. GREEN STRANDED COPPER WITH •T • •Mobile ■ • • GREEN INSULATION GROUND WIRE 1 RN C7 — — #2 BARE, SOLID, TINNED COPPER GROUND WIRE '� 8960 ALDERWOOD ROAD PENDANT ON ANTENNA LEVEL--- o—O '� ■ EXOTHERMIC WELD PORTLAND,OR97220 SYSTEM MODULE infcj I ANTENNA • MECHANICAL CONNECTION 'n1/"�ir ll ANTENNA PIPE MOUNT L, COPPER GROUND ROD r�1�rri/��►�� , III CROWN - ( 'e�..'r�l DIPLEXER-� $ GROUND ROD W/TEST WELL ripam%,, CASTLE O�0 NOTE: 11, SEE FINAL EQUIPMENT PLAN FOR PROPOSED I SUS�C'FSTLAKE AVENUE NORTH,SUITE$00 t EQUIPMENT REQUIRING GROUNDING. CONTRACTOR TO SEATTLE,WA 98109 VERIFY EXISTING EQUIPMENT GROUNDING IN FIELD. CONTRACTOR TO VERIFY IN FIELD AND INSTALL AN" MISSING T-MOBILE GROUND BARS ON SITE. I I 1 - 1 I Iv. te F +TP r — — — J SUITS.BOULDERSUITE 300 d �� PHLSA,(BI )K5 74119 °::::,_= o0° PH btgrp.com630 UPPER GROUND BAR-- _ (REFERENCE G-2) MIDPOINT GROUND BAR- T-MOBILE SITE NUMBER: (AS NEEDED) - P008256A BU #: 879570 ANTENNA LEVEL _ _ e - - - - __ - _ WASHINGTON SQUARE GROUND LEVEL MALL H Q --ICE BRIDGE 9585 SW WASHINGTON SQ RD I I f TIGARD,OR 97223 EXISTING COVP ON GROUND 87'-6"MONOPOLE LOWER GROUND BAR---t (REFERENCE G-2) % _ _ v'\ I F ISSUED FOR: 1'D + 1 REV DATE DAWN DESCRIPTION DES./QA II �,P E 0 3/19/21 LHT CONSTRUCTION MTJ 15- (;_ 1 G/9/21 LOT CONSTRUCTION UT:! I ���� 2 3/24/22 IHW CONSTRUCTION NM ° t y 1,1 r ` 3 4/14/22 BLJ CONSTRUCTION LR JI ! I®t [J r I. a�,;y7, � </ .4;=ice °ooe;° i�,:l'I P .��8 ...... ... IREGONy ]' �� Oay 13, G F, 11 '-IL� I, e1 EQUIPMENT /140 TUTt\' ®yl ,II't6 GROUND II BAR Enpiraliwt tS9l 04412 w_ __._ ___._v v J 1r — — — — ( . ± . 1 I L_ J B&T ENGINEERING, INC. II IS A VIOLATION OF 1.\\V FOR ANl PI RSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ()TYPICAL FINAL GROUNDING SCHEMATIC SHEET NUMBER: ' REVISION: OSCALE: NOT TO SCALE IIiI -- 1 3 1 , f s a j---- TO ANTENNA COAX �, -- TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE � -- COPPER/GALVANIZED GROUND BAR ///i r-- COPPER/GALVANIZED GROUND BAR #6 GREEN INSULATED YA6C-2TC38 3/8" - 16 NC SS 2 BOLT • 01 / L1 #2 SOLID TINNED YAZC-2TC38 3/8" - 16 NC SS 2 BOLT T 8 •MO Dile a 0 O O o 0 0 0 0 0 o O O o O O 0 O J®j O 0 0 0 0 O 0 0 0 0 0 o O 0 #2 STRANDED YA2C-2TC38 3/B" - 16 NC SS 2 BOLT 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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© 000 00000000000000000 00 00000000000000000 © 8960 ALDERWOOD ROAD #4/0 STRANDED YA28-2N 1/2" - 16 NC SS 2 BOLT PORTLAND,OR 97220 - \, #2 SOLID TINNED COPPER CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/ LONG BARREL-- i-HEAT SHRINK �- TWO HOLE LONG BARREL I TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR (SEE CHART) ` / (CLEAR) BOTTOM GROUND BAR ONLY) COMPRESSION LUG (TYP) (TYP) NUT(ryP) LOCK.WASHER(TYP) CROWN N9TFS NOTE CIL% 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). 1,: !(/1 CONDUCTOR 1505 WESTLAKE 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. a Q,-/ GROUND BAR SEATTLE,WA 98109 :. , ANTENNA GROUND BAR DETAIL BOLT (SEE CHART) TOWER/SHELTER GROUND BAR DETAIL BURNDY Two HOLE Luc (TYP) ®SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE `,` ` (SEEW CHAzT>RREL 't., :. -I --BARE TO BE TREATED J B+T GRP WITH NO-OXAT BOTH ENDS 1717 S.BOULDER j. y:.., .. .. .... `i SUITE 300 TULSA OK 74119 NOTE: PH:(918)587-4630 wwv.btgrp.com -STRANDED ALL GROUNDING LUGS ARE TO BE ® (SEE CHART) INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE ' 3/8-11x1"TAMPER ---/ BOLTS, NUTS, LOCK WASHERS SHALL RESISTANT BOLT BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT `'" T-MOBILE SITE NUMBER: #6 MIN. FROM ANTENNA (TYP) CABLE GROUND KIT�"� WASHER, GROUND BAR,GROUND INSULATORS --, _ g LUG, FLAT WASHER AND NUT. P008256A SEE NOTE 2. /� :.v , -- ryP D 1! ro ro ro WALL BRACKETT - ( ) p p (/ MECHANICAL LUG CONNECTION * ' - _ .» BU#: 879570 I (`��� p ° p O3 SCALE: NOT TO SCALE WASHINGTON SQUARE GROUND BAR ON SHELTER. ICE 1111 "I J - - � r p 0 ' ;• MALL . BRIDGE. OR ON ANTENNA TOWER ® p ` r p !ME, OO o0 00 00 O J p p p -. 9585 SW WASHINGTON SQ RID / `— UNIVERSAL COPPER TIGs Itcs OR 9IZ?3 O a o00 o0 00 O QO / 0 GROUND BAR (4"x20") •*. w. ..� - aYn� > • �-/U�� �Q LOCK WASHER --- P/N (�,I/� '� STAINLESS STEEL BOLT WWII • M10IVO - • (ryP) N-. (TYp) S AINLE S STEEL " - EXISTING. �� \— COMPRESSIONLE LUG 2-HOLE CRIMP / FLAT(TYP) WASHER w.+--�*��y Q^71_6"MONOPOLE TWO HOLE LUG, OR-- GROUNDING SHALL BE--� - / +•W COMPRESSION ' / yy•a `�' EXOTHERMIC WELD TO BE ' ELIMINATED WHEN GROUND 7:2V- - CONNECTOR USED WITH #2 BARE BAR IS ELECTRICALLY BONDED GROUND CONDUCTOR WIRE TO TO METAL TOWER NOTES' - BUILDING SERVICE GROUND OR GROUND RING 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE 6101 TO BE INSTALLED ON CROWN CASTLE 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 ORAN DESCRIPTION DEN/QA CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. FLAT WASHER 0 3/19/21 LIST CONSTRUCTION MTI STAINLESS STEEL (TYP)2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL 1 6/9/21 LFTI' CONSTRUCTION blTl USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. BELLVILLE WASHER \ STAINLESS STEEL NUT (TYP) (TYP) 2 3/24/22 .9LW CONSTRUCTION MT SINGLE CONNECTOR AT GROUND BARS 3 4/14/22 BL1 CONSTRUCTION LR 0 GROUNDWIRE INSTALLATION ®GROUND BAR DETAIL - SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE STAINLESS STEEL BOLT / STAINLESS STEEL ��` FLAT WASHER V DRAGON TOOTH WASHER (TYP) ti-•---- STEEL, 2-HOLE CRIMP/\2 ---- MPRESSION ST 1'r o (TYPICALLY) --WEATHERPROOFING KIT PIPE - CO CONNECTOR \ (TMP)WASHER EEL . 12"TO 24" (SEE NOTE 3) 120" MAX. -- STAINLESS STEEL NUT '� � M ANTENNA CABLE- COAX JUMPER NOTE: MINIMUM OF S/S NUT STAINLESS STEEL "E• 3 THREADS TO BE / (TIP) BELLVILLE WASHER (TYP) VISIBLE Is (TYP) TO ANTENNA (TIP) / ONE60N Is / `- S/S SPUT #2 TINNED SOLID IN 3/4" LIQUID TIGHT -- SINGLE CONNECTOR AT STEEL OBJECTS 44.13 WI'. WASHER CONDUIT FROM 24" BELOW GRADE TO 0'140 1U11\6 CABLE 2 HOLE LONG i (TYP) WITHIN 3" TO 6"OF CAD-WELD CONNECTOR BARREL TINNED �� TERMINATION POINT. EXPOSED END OF STAINLESS STEEL ` ' SOLID COPPER THE LIQUID TIGHT CONDUIT MUST BE SELF-DRILLING 1 STAINLESS STEEL (ESPIHI:on Oaie 1 --WEATHERPROOFING KIT LUG - S/S FLAT SEALED WITH SILICONE CAULK. y}� +ter METAL SCREW FLAT WASHER - #6 STRANDED COPPER `I (SEE NOTE 3) (ryp) WASHER (TY \ (ryP GROUND WIRE (TYP) � � P) ) (GROUND TO GROUND BAR) CABLE GROUND KIT "s\\ \ 2-HOLE CRIMP/ SEE NOTES 1 & 2 ) I� y COMPRESSION TIN COATED SOLID \`' CONNECTOR COPPER BUS BAR �� CADWELD I. y� ' S/S FLAT I �/' METALLIC OBJECT NOTES: (TYP) \ DRAGON TOOTH WASHER �i' ----✓rL�t WASHER B&T ENGINEERING, INC. 1, DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND CHERRY INSULATOR '\ (TMP) ��yII�% VXRE DOWN TO GROUND BAR. INSTALLED IF REQUIRED S/S BOLT TIE INTO EXISTING GROUND RING ' �` (ryp)2. tl20UNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED ORTYP % SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS IT IS\VIOLATION OP LAW FOR.i,N1'PFASON, RECOMMENDED BY CABLE MANUFACTURER. ( ) OFA UNLESS THEY ARE ACTING UNDER THE DIRECTION 3. VIEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE �� LICENSED PROFESSIONAL ENGINEER, WED. N/ �/�� TO ALTER THIS DOCUSIENT. SHEET NUMBER: - REVISION: ®SCALE: NOT TO SCALE SCALE: OSCALE:::DETAIL NOT TO SCALE OSCALE:ITNOT TOGROU ND DETAIL ®SCALE: NOTDTOASCAOR EXTERIOR CONNECTIONS G-2 3 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 v OfFiG p CITY OF'TIGARD, - REVIEWED FOR CODE COMPLIANCE Approved: f.J OTC: I Permit#: Address: ,csts• % 'c ,s—c , Suite #: 13y: j 4 Dates c.r:.SPECV' z-4.. - State of Cfro-lef 3ru . a :,'„ipscitAy(rotie C3 Concrete and Solr:fcrdrtg ce Ei Bob Instead Coacrceo EJ Specra:- Mort-le:II-Resisting Concmke o Renfordn &Pie 'ass SL4ei TirtiOns. 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