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Plans OFFICE CC COPY IT. mobile• RECEIVED T. • • bil ■ AUG 24 2020 o e 121 W.ELECTION RD.,SUITE 330 CITY OF TIGARD DRAPER,UT 84020 BUILDING DIVISION T—MOBILE SITE NUMBER: P001339B BUSINESS UNIT #: 874140 CROWN T—MOBILE SITE NAME: TIGARD SITE ADDRESS: 10185 SW CASCADE AVENUE PORTLAND, OR 97223 awl: CASTLE TOWER HEIGHT, TYPE: 1 1 7.4' MONOPOLE COUNTY: WASHINGTON 2055S.STIARMANDRIVE CHANDLER,AZ 85286 JURISDICTION: CITY OF TIGARD, OR D . .&i, T—MOBILE ANCHOR P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, SITE INFORMATION DRAWING INDEX LOCATION MAP HOUSTON,TX 77024 OFFICE 713-677-0964 SHEET# SHEET DESCRIPTION W CROWN CASTLE USA INC. SITE NAME: PROGRESS T-1 TITLE SHEET rnesl Pu Hyland SITE de Business center Redraft Golf Center 9 T MOBILE SITE NUMBER: Frk 99 Ran:.h Market 9'sw„w SITE ADDRESS: 10185 SW CASCADE AVENUE PORTLAND, OR T-2 GENERAL NOTESeI ." 4,.° OREENWBY '`'la CD P001339B 97223 T-3 GENERAL NOTES sty Fuddo/ama Ramer. I 8 Teriyaki 1 COUNTY: WASHINGTON C-1 OVERALL SITE PLAN/PARCEL MAP&SITE PLAN £ Weisner, s ¢ PROGRESS CROWN CASTLE BU #: MAP/PARCEL#: R0273215 Neighborhood Markel I C-2 EXISTING&FINAL EQUIPMENT PLANS ,- AREA OF CONSTRUCTION: EXISTING 9 5 •, „, 87Z1140 Greenway ..,�r�+ar stA x - LATITUDE: 45°26'47.50" C-3 EXISTING&FINAL TOWER ELEVATIONS -r.,y Park T°F9e`9 BRADLEY PROGRESS LONGITUDE: -122°47'0.54" C-4 EXISTNTG,FINAL ANTENNA PLAN&ANTENNA SCH. ma* CORNER LAT/LONG TYPE: NAD83 C-5 EQUIPMENT SPECIFICATIONS = ` GROUND ELEVATION: 181 AMSL C-6 EQUIPMENT SPECIFICATIONS s SOUIhr,dgeHicnscnooi9 Washiogion Square 9 tl SITE ADDRESS: CURRENT ZONING: COMMERCIAL SOUTH G` e 10185 SW CASCADE C-7 EQUIPMENT SPECIFICATIONS I B E A V E R r O N JURISDICTION: CITY OF TIGARD,OR Gn the�reenQ AVENUE PORTLAND, OR OCCUPANCY CLASSIFICATION: U C-8 DELATA HPL3 CABINET SPECIFICATIONS Candominmm TYPE OF CONSTRUCTION: IB 874140 M_.,Ne 97223 C-9 DELTA LB3 CABINET SPECIFICATIONS A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN i HABITATION C-10 RFDS PLUMBING DIAGRAM rt,...r''„ �NLT E EXISTING PROPERTY OWNER: PORTLAND GENERAL ELECTRIC COMPANY E-1 ONE-LINE DIAGRAM E-2 UTQ,ITY ROUTING&EQUIPMENT GROUNDING PLAN s?e,,l ngPmme 9 Fred McYcr Q 117.4' MONOPOLE APerlmerts 'J ,i Fenn Sports TOWER OWNER: CROWN CASTLE USA,INC. G-1 GROUNDING DIAGRAM 1505 WESTLAKE AVE NORTH,SUITE 800 G-2 GROUNDING DETAILS ° ISSUED FOR: SABERS s Ciiy PErk • REV DATE DRWN DESCRIPTION DES./QA SEATTLE,WA 98109 T T N W E S I a f A 07/19/20 AVE PREIA9NARY HS G-3 GROUNDING DETAILS t o 4 cestco Wholesale 9 CARRIER/APPLICANT: T-MOBILE • a "`c 0 08/12/20 AVE FINAL CD Hs 8960 ALDERWOOD ROAD - ^a PORTLAND,OR 97220 APPROVALS N`'°" `;,. `4 AMC DINE IN eat...at Woodard Park Walnlan Supereenler9 ELECTRIC PROVIDER: PORTLAND GENERAL ELECTRIC e-, Pattys Precious Pets a $ APPROVAL SIGNATURE DATE Rd9"'3 Y TELCO PROVIDER: VERIZON - n w,,,;,s, C) NOT TO SCALE PROJECT MGR T-MOBILE RF ENG. SITEACQUISITTON _ PROJECT DESCRIPTION APPLICABLE CODES/REFERENCE DOCUMENTS THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY CONSTRUCTION MGR. AND CAPACITY TO THE EXISTING EUGIBLE WIRELESS FACILITY. TOWER SCOPE OF WORK: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT 4. -REMOVE(3)ANTENNAS EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING SITE OWNER -REMOVE(6)RRU'S IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: PROJECT TEAM INSTALL(3)ANTENNAS -INSTALL(4)RRUS T-MOBILE DEVELOP.MGR. -INSTALL(1)HCS 2.0 TRUNK CABLE CODE TYPE CODE e PTTD &E FIRM: P.MARSHALL&ASSOCIATES,LLC -INSTALL(1)HCS 2.0 J-sox W/BREAKOUT PENDANT BUILDING 2019 OREGON STRUCTURAL SPECIALTY CODE(2018 IBC/2018 IFC) `g E"eiNN4, 6801 PORTWEST DR.STE 100 T-MOBILE CONST.MGR. -RELOCATE(1)ARE FROM FCOA CABINET TO ANTENNA PLATFORM MECHANICAL 2019 OREGON MECHANICAL SPECIALTY CODE(2018 IBC/2018 IFGC) HOUSTON,TX 77024 GROUND SCOPE OF WORK: ELECTRICAL 2017 OREGON ELECTRICAL SPECIALTY CODE(2017 NFPA 70/2017 NEC) 713-677-0964 T-MOBILE OPS MGR. -REMOVE(3)EXISTING EQUIPMENT CABINETS -RELOCATE(1)FXFB ORE TO TOWER TOP ‘;J . CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH,SUITE 800 -INSTALL(1)DELTA HPL3 600A CABINET , INC.DISTRICT SEATTLE,WA 98109 T-MOBILE REGULATORY REV. -INSTALL 0)DELTA LB3 CABINET ADA COMPLIANCE: qqp `tP\_MO) CONTACTS: -INSTALL(I)HCS 2-0 J-BOX INSTALLATION IS UNMANNED/NOT FOR HUMAN HABITATION.HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. EXPIRES:s o/zozz TALLISSA FUGATE-PERMITTING T-MOBILE PROJECT MGR. EQUIPMENT TALISSA.FUGATE@CROWNCASTLE.COM i0 BE REMOVED FROM FCOA: Bs 602-845-1719 T-MOBILE PERMITTING — EQUIPMENT TO BE REMOVED FROM SSC REFERENCE DOCUMENTS: KIM NICKOLS-A&E SPECIALIST (1)CSR 7705 ROUTER STRUCTURAL ANALYSIS: B+T GROUP KIM.NICKOLS@CRO WNCASTLE.COM EQUIPMENT TO BE RELOCATED ROM FCOA TO NEW HPL3: DATED: 07/06/20 TT IS A VIOLATION OF LAW FOR ANY PERSON. THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE ION _(972)374-4269 DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED -(1)ASIA UNLESS THEY ARE ACTING UNDER THE INF -(I)ASIX OF A LICENSED PROFESSIONAL ENGINEER,ER. WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL -(2)ABIAs MOUNT ANALYSIS: GPD ENGINEER AND ARCHITECTURE , TO ALTER THIS DOCUMENT. CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE -(I)ABI -(I)ESMB DATED: 07/07/20 ENGINEER OF LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND RECORD: P.MARSHALL&ASSOCIATES,LLC p)FSMP REDS SITE ID: P001339B PM&A PROJECT NUMBER: 6801 PORTWEST DR.STE 100 MODIFICATIONS THEY MAY IMPOSE. 20CT7M 021 HOUSTON,TX 77024 EQUIPMENT TO BE INSTALLED IN NEW HP13: VERSION#: 10 CHAD WILHOIT CALL OREGON ONE CALL (i) DATJ D: 06/20/20 ASIK 713-677-0964 I. (800)332-2344 8' -(I)ARIA -(3)ABl e APPLICATION ORDER ID: 525395 SHEET NUMBER REVISION: p -(3).ns1;s REVISION#: 0 0 r* CALL 3 WORKING DAYS �lip/ (0CSRIXR3ROUTER T- 1 DATE: O6/29/20 BEFORE YOU DIG! -(I)PSU 4813 VOLTAGE BOOSTER L J f r r 1 CROWN CASTLE USA INC.SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: 1. NOTICE TO PROCEED-NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC.WRITTEN NOBCE TO PROCEED(TOP)AND ME 1. FOR THE PURPOSERACY OF CONSTRUCTION DRAWING.CONTRACTOR HE FOLLOWING DEFINITIONSSHALL APPLY: Ti ® ■Mobile CONTRACTOR: GENERA!. RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC AND ALL APPLICABLE • ISSUANCE OF A PURCHASE ORDER PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN CASTLE USA INC.NOC Al CARRIER: i-MOBILE FEDERAL,STARE,AND LOCAL CODES/ORDINANCES. 800-788-7011&ME CROWN CASTLE USA INC.CONSTRUCTION MANAGER. TOWER OWNER: CROWN CASTLE USA,WC. 2. CONDUIT ROUTINGS ARE SCHEMATIC.CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND 2. "LOOK UP'-CROWN CASTLE USA INC.SAFETY CLIMB REQUIREMENT: 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER TRIP HAZARDS ARE ELIMINATED. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING All STAGES OF SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES.IT IS ASSUMED THAI THE WORK DEPICTED WILL BE 3. WIRING.RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. DESIGN,INSTALLATION.AND INSPECTION.TOWER MODIFICATION.MOUNT REINFORCEMENTS.AND/OR EQUIPMENT INSTALLATIONS SHALL PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE.AS NOT EVERY CONDMON OR ELEMENT IS 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL,AND SHALL CONFORM TO REQUIREMENT OF 121 W.ELECTION RD.,SUiIE 330 STRUCTURE.THIS SHALL INCLUDE,BUT NOT BE LIMITED TO:PINCHING OF THE WIRE ROPE,BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, (OR CAN BE)EXPLICITLY SHOWN ON THESE DRAWINGS.THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE THE NATIONAL ELECTRICAL CODE. DRAPER,UT 84020 DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR,IMPACT TO THE ANCHORAGE POINTS IN FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT ANY WAY.OR TO IMPEDE/BLOCK ITS INTENDED USE.ANY COMPROMISED SAFETY CLIMB,INCLUDING EXISTING CONDITIONS MUST BE 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION.THE CURRENT TO WHICH THEY ARE SUBJECTED.20.000 ATE MINIMUM.VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE TAGGED OUT AND REPORTED 70 YOUR CROWN CASTLE USA INC.POC OR CALL THE NOC TO GENERATE A SAFETY CUMB MAINTENANCE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS.TECHNIQUES,SEQUENCES.AND PROCEDURES. RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITTY ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE AND CONTRACTOR NOTICE TICKET. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION.SUCH GOVERNING JURISDICTION. 3. PRIOR TO THE START OF CONSTRUCTION.ALL REQUIRED REZEDICTIONAL PERMTTS SHALL BE OBTAINED.THE INCLUDES.BUT IS NOT LIMITED TO, MEASURES SHALL INCLUDE.BUT NOIRE UNOTED TO.BRACING.FORMWORK.SHORING,ETC.SITE VISITS BY THE ENGINEER OR HIS 5. EACH END OF EVERY POWER PHASE CONDUCTOR,GROUNDING CONDUCTOR,AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED CROWN BUILDING,FT F('IRICAL MECHANICAL.FIRE,FLOOD ZONE,ENVIRONMENTAL,AND ZONING.AFTER ONSET ACTIVITIES AND CONSTRUCTION REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND.1/2'PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL). ARE COMPLETED.All REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.WHERE NO THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. CASTLE 4. ALL CONSTRUCTION MEANS AND METHODS:INCLUDING BUT NOT LIMITED ERECTION PLANS.RIGGING PLANS,CLIMBING PLANS.AND DETAILS ARE SHOWN,CONSTRUCTION SHALL CONFORM 70 SIMILAR WORK ON THE PROJECT,AND/OR AS PROVIDED FOR IN THE 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY IABE.ED WITH LAMLCOID TAGS SHOWING THEIR RATED VOLTAGE,PHASE CX:140. RESCUE PLANS BE RESPONSIBILITYLIDS OF THE CONTRACTOR TO.RESPONSIBLE LE FOR THE EXECUTION OF THE WORK CONTRACT DOCUMENTS.WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS,GENERAL NOTES.AND SPECIFICATIONS,THE GREATER, CONFIGURATION,WIRE CONFIGURATION,POWER OR AMPACLY RATING AND BRANCH CIRCUIT ID NUMBERS(Le.PANEL BOARD AND HEREIN.ANDLASHALL SHALL MEET THE B AB ILITY OF(LA MEEST EDITION):GENERAL COFEDNT ACL.STATE,AND LOCAL REGULATIONS:AND ANY EA WORK CONTAINED INDUSTRYMORE STRICT REQUIREMENTS.SHALL GOVERN.IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. CIRCUIT ID'S). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE 7. PANEL BOARDS(ID NUMBERS)SHALL BE CLEARLY LABELED WILT PLASTIC LABELS. CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED.ALL RIGGING PLANS SHALL ADHERE TO ANSVASSE 2055 S.STEARMAN DRIVE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. A10.48(LATEST EDMON)AND CROWN CASTLE USA INC.STANDARD CEDS7D-10253,INCLUDING THE REQUIRED INVOLVEMENT OF THE DIMENSIONS,MEASUREMENTS,AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR GUYING 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR(#14 OR LARGER)WRIT CHANDLER,AZ 85286 QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION,70 CERTIFY THE SUPPORTING STRUCTURE(S)IN ACCORDANCE WITH ANSVM-322 OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS.IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE TYPE THHW,THWN,THWN-2,XHHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. (LATEST EDITION). CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR(#6 OR LARGER)WITH TYPE 5. ALL SITE WORK TO COMPLY WITH QASSTD-10068'INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN CASTLE USA INC. 6. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS THHW,THWN,THWN-2,IHIIW.XHHW-2.MW.THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. TOWER SITE'AND LATEST VERSION OF ANSIMA-1019.A-2012 STANDARD FOR INSTALLATION,ALTERATION,AND MAINTENANCE OF ANTENNA AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS.AM DISCREPANCY FOUND I I. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR,TYPE SOOW CORD(#B 4 OR LARGER)UNLESS TT ti SUPPORTING STRUCTURES AND ANTENNAS.' SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. OTHERWISE SPECIFIED. 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND 12- POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR TYPE TC CABLE(#14 OR LARGER),WITH TYPE ,„: ..„.8ca INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC.PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES.RULES.REGULATIONS THHW,THWN,THWN-2.XHHW,XHHW-2,THW,THW-2,RIM,OR RHW-2 INSULATION UNLESS OTHERWISE SPECFED. P*- 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE W STRICT ACCORDANCE WITH ALL APPLCABLE CODES,REGULATIONS AND AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING 1HE PERFORMANCE OF THE WORK.ALL WORK CARRIED OUT SHALL COMPLY 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE.COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS P.MARSHALL&ASSOCIATES ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS.ORDINANCES,RULES,REGULATIONS WITH ALL APPLICABLE MUNICIPAL AND UTIITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES.ORDINANCES AND (OR EQUAL).LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75°C(90°C IF AVAILABLE). AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.ALL WORK CARRIED OUT SHALL COMPLY APPLICABLE REGULATIONS. 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UT,ANSI/BEE AND NEC. 6801 PORTWEST DR.STE 100, WITH All APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES.ORDINANCES AND 8. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNE LNG MATERIALS,EQUIPMENT APPURTENANCES AND LABOR NECESSARY TO 15. ELECTRICAL METALLIC TUBING(EMT).INTERMEDIATE METAL CONDUIT'OMC),OR RIGID METAL CONDUIT(RMC)SHALL BE USED FOR HOUSTON,TX 77024 APPLICABLE REGULATIONS. COMPLETE ALL INSTALLATIONS AS INDICATED ON ME DRAWINGS. EXPOSED INDOOR LOCATIONS. OFFICE 713-677-0964 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS 9 ME CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS 16. ELECTRICAL METALLIC TUBING(EMT)OR METAL-CIAD CABLE(MC)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. SPECIFICALLY STATED OTHERWISE. SPECIFICALLY STATED OTHERWISE. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR Ali ELBOWS/90s AND ALL APPROVED ABOVE GRADE 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE PVC CONDUIT. 10. ALL EXISTING ACTIVE SEWER,WATER.GAS.ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK.SHALL BE PROTECTED AiALL INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING WIM ANY SUCH CHANGE OFINSTALLATION. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITEFLEX)SHALL BE USED INDOORS AND OUTDOORS.WHERE VIBRATiON OCCURS OR T-MOBILE SITE NUMBER: TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR.EXTREME 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER,AND TELCO FLEXIBILITY IS NEEDED. P OO 1339B CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES,CONTRACTOR SHALL AND FOR GROUNDING CABLES AS SHOWN IN THE POWER,TELCO,AND GROUNDING PLAN DRAWINGS. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SET SCREW PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE 12. THE CONTRACTOR SHALL PROTECI EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY DAMAGED PART FININGS ARE NOT ACCEPTABLE. C)ELECTRICAL.SAFETY D)TRENCHING AND EXCAVATION E)CONSTRUCTION SAFETY PROCEDURES. SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 20. CABINETS,BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA.UL.ANSI/IEEE AND THE NEC. I I, ALL SHE WORK SHALL.BE AS INDICATED ON ME STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS.LATEST APPROVED 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED 21. W7REWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARDS REVISION. FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. (WIREMOLD SPECMATE WIREWAY). CROWN V/N CASTLE BU #: 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SEE ON A DAILY BASIS. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER(PANDER TYPE E OR EQUAL). 12. CONTRACTOR SHALL KEEP THE SIZE FREE FROM ACCUMULATING WASTE MATERIAL.DEBRIS,AND TRASH AT THE COMPLETION OF THE WORK. 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS.EXPLOSIVE DEVICES 0.e. 874140 IF NECESSARY,RUBBISH,STUD S.DEBRIS.STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. POWDER-ACTUATED)FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE, 13. ALL EXISTING INACTIVE SEWER.WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND PROGRESS REMOVED AND/OR CAPPED.PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES.'CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. WORK,SUBJECT TO THE APPROVAL OF CONTRACTOR,TOWER OWNER,CROWN CASTLE USA INC.,AND/OR LOCAL UTILITIES. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES.AIL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS.ENDS 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY OF CONDUITS SHALL RE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE,PLASTER OR DIRT FROM ENTERING. ADDRESS: 7� 7T';�`�` LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT.ROOMS.AND SHELTERS. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE SITE AD D RESS: 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. IRON LOCKNUT ON OUTSIDE AND INSIDE. {�) 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 24. EQUIPMENT CABINETS,TERMINAL BOXES.JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL 10 1 8 5 SW V CASCADE 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR DRIVEWAY,SHALL > LL BE SHALL MEET OR EXCEED ILL 50 AND BE RATED NEMA i(OR BETTER)FOR INTERIOR LOCATIONS AND NEMA 3R(OR BEl BhIR)FOR EXTERIOR. GRADED TO A UNIFORM SLOPE.AND STABIL�D TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT LOCATIONS. �) T 7� 7O SPECIFICATIONS. 25. METAL RECEPTACLE,SWITCH AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED OR NON-CORRODING;SHALL MEET OR A V EN V E P ORTLAN LJ P O JA ' 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF REQUIRED EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1(OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR 97223 DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL CONCRETE,FOUNDATIONS,AND REINFORCING STEEL: BETTER)FOR EXTERIOR LOCATIONS. 19. ME CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS.LANDSCAPING AND STRUCTURES.ANY DAMAGED PART 26. NONMETALLIC RECEPTACLE,SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2(NEWEST REVISION)AND BE RATED NEMA 1 (O OR LOC SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. E BETTER)FORINTERIOR LOCATIONS AND WEATHER PROTECTED IZA ILO BLUR)FOR EXTERIORRRIERND/OTIO R EXISTING 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336.ASTM A 184,ASTM A 185 AND THE DESIGN AND 27. THE BEFORE C ONTRACTOR SHALL NOTIFY AND OBTAIN VIER DIS RIB AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED COMMENCW G WORK ON THE AC POWER DISTRIBUTION PAMLS. FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED 70 THE OWNERS DESIGNATED LOCATION. CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2B. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH 1 17.4' MONOPOLE RIF • 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SEE ON A DAILY BASE. 2. UNLESS NOTED OTHERWISE.SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD E AND PROPERTY. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT BE PLACED IN 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(fc)OF 3000 psi AT 28 DAYS.UNLESS NOTED OTHERWISE.NO MORE MAN 29 INSTALL LAMICOID LABEL ON ME METER CENTER TO SHOW'T-MOBILE". ANY FILL OR EMBANKMENT. 90 MINUTES SHALL ELAPSE FROM BATCH TIME IO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD.TEMPERATURE OF 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. CONCRETE SHALL NOT EXCEED 904 AT TIME OF PLACEMENT. ISSUED FOR: 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES.AMOUNT OF AIR ENTRAINMENT TO RE BASED ON SEE OF AGGREGATE AND F3 CLASS EXPOSURE(VERY SEVERE).CEMENT USED TO BE TYPE S PORTLAND CEMENT WITH A MAXIMUM REV DATE DRWN DESCRIPTION DES./QA WATER-TO-CEMENT RATIO(W/C)OF 0.45. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615.ALL WELDED WIRE FABRIC(W WF)SHALL CONFORM TO ASTM A185.ALL SPLICES A 07/19/20 AVE PRELIMINARY HS SHALL BE CLASS B'TENSION SPLICES.UNLESS NOTED OTHERWISE.ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS,UNLESS NOTED 0 08/12/20 AVE FINAL CD HIS OTHERWISE.YIELD STRENGTH(Fy)OF STANDARD DEFORMED BARS ARE AS FOLLOWS: #4 BARS AND SMALLER 40 1(. #5 BARS AND LARGER 60 Esi / THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' CONCRETE EXPOSED TO EARTH OR WEATHER #6 BARS AND LARGER 2' #5 BARS AND SMALLER 1-1/2' CONDUCTOR COLOR CODE CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLAB AND WALLS 3/4' SYSTEM CONDUCTOR COLOR BEAMS AND COLUMNS 1-1/2' A PHASE BLACK 7. A TOOLED EDGE OR A 3/4'CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNLESS NOTED OTHERWISE,IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. B PHASE RED 120/240V.10 NEUTRAL WHITE GROUND GREEN A PHASE BLACK B PHASE RED lic 120/208V,30 C PHASE BLUE NEUTRAL WHITE GREENFIELD GROUNDING NOTES: GROUND GREEN 41D, ,g 1. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION AND AC POWER GES'S)SHALL BE BONDED TOGETHER AT OR BELOW GRADE.BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. A PHASE BROWN 2. THE CONTRACTOR SHALL PERFORM IEEE FALL.OF-POTENTAL RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND 81)FOR GROUND ELECTRODE SYSTEMS,THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 ORANGE OR E OHMS OR LESS, B PHASE PURPLE 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION A5 TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE 10 THE CONDUIT AND PROVIDE TESTING RESULTS. 277/480V,30 C PHASE YELLOW ,iy f.. 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 IA APPROVED GROUNDING TYPE CONDUIT CLAMPS. , ' c� 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 HIS EQUIPMENT. NEUTRAL GREY ` 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,#6 STRANDED COPPER OR LARGER FOR INDOOR BLS;#2 BARE SOLD TINNED COPPER FOR OUTDOOR IDS. GROUND GREEN �'00 WILH O M goo 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. POS(+) RED•' WIRES.erso/zozz 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE#2 SOLD TINNED COPPER UNLESS OTHERWISE INDICATED. DC VOLTAGE 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. MG(-) BLACK.' 10. USE OF 90°BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45°BENDS CAN BE ADEQUATELY SUPPORTED. 'SEE NEC 210.5(C)(1)AND(2) 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. "POLARITY MARKED AT TERMINATION 12. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR AND EXTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS. 13. COMPRESSION GROUND CONNECTIONS MAYBE REPLACED BY EXOTHERMIC WELD CONNECTIONS_ 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO HE BRIDGE AND THE TOWER GROUND BAR. IT IS A VIOLATION OF LAW FOR ANY PERSON, - 15. APPROVED ANTIOXIDANT COATINGS(i.e.CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. UNLESS THEY ARE ACTING UNDER THE DIRECTION 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. ABBREVIATIONS: OF A LICENSED PROFESSIONAL ENGINEER, 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES.FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING.IN ACCORDANCE WITH THE NEC. TO ALTER THIS DOCUMENT. 18. BOND ALL METALLIC OBJECTS WITHIN 6 H OF MAIN GROUND RING WITH(1)#2 BARE SOLID TINNED COPPER GROUND CONDUCTOR ANT ANTENNA QTY QUANTITY ' 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,METAL SUPPORT CUPS OR SLEEVES THROUGH EXISTING RECT RECTIFIER WAILS OR FLOORS.WHEN I IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL B£USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(I.e..NONMETALLIC CONDUIT HF FACILITY INTERFACE FRAME RBS RADIO BASE STATION PM&A PROJECT NUMBER; PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. GEN GENERATOR RET REMOTE ELECTRIC TILT 20. ALL GROUNDS THAT TRANSMON FROM BELOW GRADE TO ABOVE GRADE MUST BE#2 BARE SOLID TINNED COPPER IN 3/4'NON-METALLIC.FLEXIBIE CONDUIT FROM 24'BELOW GRADE TO WITHIN 3"TO 6"OF CAD-WELD TERMINATION POINT.THE EXPOSED END OF THE CONDUIT MUST RE GPS GLOBAL POSITIONING SYSTEM REDS RADIO FREQUENCY DATA SHEET 20CT7M-021 SEALED WITH SILICONE CAULK.(ADD TRANSMONING GROUND STANDARD DETAIL AS WELL). GSM GLOBAL SYSTEM FOR MOBILE RRH REMOTE RADIO HEAD 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED IO GRADE,THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP,TOWERS,AND WATER TOWERS GROUNDING RING.TO THE EXISTING GROUNDING SYSTEM TIE LTE LONG TERM EVOLUTION RRU REMOTE RADIO UNIT GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER.ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM,THE BUILDING STEEL COLUMNS,LIGHTNING PROTECTION SYSTEM,AND BUILDING MAIN WATER UNE(FERROUS OR MGB MASTER GROUND BAR SLID SMART INTEGRATED DEVICE SHEET NUMBER: r REVISION: NONFERROUS METAL PIPING ONLY). MW MICROWAVE TMA TOWER MOUNTED AMPLIFIER TYPTYPICAL IN) NEW 0 NEC NATIONAL ELECTRIC CODE UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM (P) PROPOSED WE WORK POINT T...2 PP POWER PLANT Ns. l ` 411 r i 1 4, SPECIAL INSPECTION NOTES: TABLE N5.6-1; INSPECTION TASKS PRIOR TO BOLTING: T• • •�Mobile• I. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR,APPROVED BY CARRIER INSPECTION TASKS PRIOR TO BOLTING QC QA AND THE LOCAL JURISDICTION,AS REQUIRED BY IBC SECTION 1704 AND 1705 FOR THE FOLLOWING: 121 W.ELECTION RD.,SUITE 330 A. STRUCTURAL STEEL: MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P DRAPER,UT 84020 i.ALL HIGH STRENGTH BOLT INSTALLATIONS;BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1,N5.6-2,AND N5.6-3 PER AISC 360-10. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O ii.FIELD WELDING(IF UTILIZED). CROWN B. BOLTS AND ANCHORS IN CONCRETE: PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE,BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) O 0 a:0 CASTLE i.RETROFIT ANCHORS IN CONCRETE(ASHESIVE/EPDXY.EXPANSION,WEDGE,OR SCREW TYPE ANCHORS):INSPECT SIZE,LENGTH, CLEANLINESS,AND INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. PROPER BOLTING PROCEDURE SEI.ECTED FOR JOINT DETAIL C. CONCRETE CONSTRUCTION: O O 2055 S.STEARMAN DRIVE i.VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC SECTION 1705,TABLE 1705.3. CHANDLER,AZ 85286 CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION&HOLE PREPARATION,IF SPECIFIED,MEET 2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS. 0 0 APPLICABLE REQUIREMENTS 3. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THE REPORT TO THE OWNER,ARCHITECT,STRUCTURAL ENGINEER,CONTRACTOR, PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES P 0 AND BUILDING OFFICIAL. AND METHODS USED r' 9. CONTINUOUS THIRD PARTY SPECIAL INSPECTION REQUIRED FOR ALL BELZONA 1111 MOUNTED PLATES AND HARDWARE. PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS,AND OTHER FASTENER COMPONENTS 0 0 P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, TABLE N5.6-2; INSPECTION TASKS DURING BOLTING: HOUSTON,TX 77024 OFFICE 713-677-0964 INSPECTION OF HIGH-STRENGTH BOLTING (PER AISC 360-10, SECTION N5): INSPECTION TASKS DURING BOLTING QC QA T-MOBILE SITE NUMBER: FASTENER ASSEMBLIES,OF SUITABLE CONDITION,PLACED IN ALL HOLES AND WASHERS(IF REQUIRED)ARE POSITIONED AS p p PO01339B OBSERVATION OF BOLTING OPERATIONS SHALL BE THE PRIMARY METHOD USED TO CONFIRM THAT THE MATERIALS,PROCEDURES AND REQUIRED WORKMANSHIP INCORPORATED IN CONSTRUCTION ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS AND THE PROVISIONS OF THE JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION RCSC SPECIFICATION. 0 0 CROWN CASTLE BU #: 1. FOR SNUG-TIGHT JOINTS,PRE-INSTALLATION VERIFICATION TESTING AS SPECIFIED IN TABLE N5.6-I AND MONITORING OF THE INSTALLATION FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING p O 874140 PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE.THE OCT AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENERS IN SNUG-TIGHT JOINTS. PROGRESS FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,PROGRESSING SYSTEMATICALLY FROM THE 0 0 2. FOR PRETENSIONED JOINTS AND SLIP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE TURN-OF-NUT METHOD WITH MATCHMARKING MOST RIGID POINT TOWARD THE FREE EDGES TECHNIQUES,THE DIRECT-TENSION-INDICATOR METHOD,OR THE TWIST-OFF-TYPE TENSION CONTROL BOLT METHOD,MONITORING OF BOLT SITE ADDRESS: PRETENSIONING PROCEDURES SHALL BE AS SPECIFIED IN TABLE N5.6-2.THE QCI AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING: 10185 SW CASCADE FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. INSPECTION TASKS AFTER BOLTING QC QA AVENUE PORTLAND, OR 3. FOR PRETENSIONED JOINTS AND SUP-CRITICAL JOINTS,WHEN THE INSTALLER IS USING THE CALIBRATED WRENCH METHOD OR THE TURN-OF-NUT METHOD WITHOUT MATCHMARKING,MONITORING OF BOLT PRETENSIONING PROCEDURES SHALL.BE AS SPECIFIED IN TABLE N5.6-2.THE QCI DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P 97223 AND QAI SHALL BE ENGAGED IN THEIR ASSIGNED INSPECTION DUTIES DURING INSTALLATION OF FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. EXISTING AS A MINIMUM,BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1,N5.6-2 AND N5.6-3.IN THESE TABLES,THE INSPECTION TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING: 117.4' MONOPOLE TASKS ARE AS FOLLOWS: STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE;STRUCTURE HEIGHT>75'PER IBC 1704.5.1 0 - OBSERVE THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. -- - -- ISSUED FOR: P-PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. REV DATE DAWN DESCRIPTION DES./QA QC-QUALITY CONTROL TASKS TO BE PERFORMED BY STEEL FABRICATOR OR ERECTOR A oTne/zo AVE PRELIMINARY HS QA-QUALITY ASSURANCE TASKS TO BE PERFORMED BY A SPECIAL INSPECTION AGENCY OR INDIVIDUALS DEFINED BY AWS B5.1,OR INDIVIDUALS 0 08/12/20 AVE FINAL CD HS QUAUFTED UNDER THE PROVISIONS OF AWS DI.1/D1.1M SUBCLAUSE 6.1.4 g{ `N ty 6HPE V iii+ , EXPIRES:6/30/2022 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 20CT7M-021 SHEET NUMBER: ' REVISION: T-3 0 / i 1 YOTE'. IIRS SITE PLAN HAS BEEN PRODUCED USING T. . .M®bile INFORMATION PROVIDED BY CROWN CASTLE. 121 W.ELECTION RD.,SUITE 330 DRAPER,UT 89020 25'.U' CROWN (COMPOUND0.1CP CASTLE 6,5- 12'-0' 6'-T _ 2055 S.STEARMAN DRIVE • h„ n CH0,NDL 85286 /J�, ER AZ .:� 2_3,y*+ m r i `. (E)CHAIN-LINK J zv-z,. "r • °..•{i .s FENCE(IYP.) _ ! .- i MOB * y� � r" $ - -FRAME (E)ACCESS • to +' II -II 6801 PORTWEST DROSTE 100, 7� r yG �� -I HOUSTON,TX 77024 �z j cn __ — OFFICE 713-677-0964 T-MOH lE T-MOBILE SITE NU BER. P001339B \ I EQUIPMENTAD k \ ; CARRIER F`----�F E)T vT AD 3 4'-0•XBEN EQUIPMENT PAD a7t a'w,.-..,.. )' . .; EQUfPMEM ++ F ^R PLATFORM + L E ~a �,, _ Co„1C, D I ;� CROWN CASTLE BU #: ROGRES ACC}c �?"° a ,z 1$1 GROWN CASTLE a� `'r-� __ ij S i�y p f' J w I+ SITE ADDRESS ,� m a. it+�+ ITT-MOBBE (E) i 4 I �+ :., _ �+ -I ICE BRBJGE CARRIER �'1 F 1+1 B PND PAD EQ PAnI 10185 SW CASCADE ..-'; �4,. .; ,°s•< '` -• '4 a N 3 0"X3� - + LI (E)I16'-0'MONOPOIE AVENUE PORTLAND, OR 5, a APN R2032403 • 1 (PARCEL BR02732I5.ZONE: A PAD 1 TOWER 1 97223 • SEE SHEET C-I,DETA02 ''<, (P a (E) a -' FOR ENLARGED 976 �' COMMERCIAL) y _9 1 CARRIER o PLAN R° i 'Q 4'-0' = EXISTING a. (E)CARRIER 1 E mP. APN:R2032403 ? o um/Ty FRAME eAD I o e '",,i,,,,,...(0 (Q ii6'-0'MONOF'OTF :.� "; . \ M1 +T RYPJ V a • { 1 17.4' MONOPOLE ti► I� ISSUEDFOR: i * e c • ' } + I t'' DATE DRWN DESCRIPTION DES./QA .•m a + REV m+' I ,},+ I A 07/19/20 AVE,'1 r PRELIMINARY HS :' } =` „"., `< I +++�� --t ! o W/12/2o AVE FRJfil.CD HS + 1 ;I;; � CARRIER +}+1 CARRIER L I "..' ` ` A. 4-0'Xl I'-8' 4'-0'XI1'-6' ,1�- lint , ,. EQUIPMENT + .,. EQUIPMENT , �S . N I PAD .:+, i++ PAD a :F` 1_ —{ 1 'c ""x`s ..ate. ,�x�'' ,- I (E� i !_ �. . ..- [�, _ ._- .,.�� i CARRIER 7 E PRp% 4'-0'X8'-0" I o iii Of GENERATOR PAD T. 41, 24 , WIC)`(airy (COMPOUND AREA) EXPIRES 6/30/2022 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. Y , ro ALTER THE DOCUMENT. I PM&A PROJECT NUMBER: NOTE: 20CT7M-021 PROPERTY LINES ANS STRUCMtES I AVE BEEN SHEET NUMBER: REVISION: DIGIT�D FROM PERVIOUS PLAN SET$OR FROM OOVERALL SITE PLAN/PARCEL MAP ryf II ASSESSOR MAPS.PM&A.LLC.HAS NOi O SITE PLAN /y�yF O 7 AIIOIO1IIIIIIIII�VIIh�. COMPLETED A SITE SURVEY AND Sc R Acy 2C— 1 1 SCALE: -, ,•_s1'T'pwa © MAKES NO CLAIMS AS TO THE ACCURACY OF SCALE: t'�w'-0'(HILL sue) so' zs o SIR I'-tao'-0•(t txi7) INFORMATION DEPICTED ON THIS SHEEP. 30' IF 0 so' t'=so'o'(t t:t7) 6 j r ir N FINAL RAN SECTION(HP13): NOTE: EQUIPMENT TO BE REMOVED FROM FCOA: -(2)AMOB THIS SHEET HAS BEEN PRODUCED USING � CSHALLINFORMATION PROVIDED BY CROWN N CASTLE. ONSEtra . •Mobile EQUIPMENT TO BE REMOVED FROM SSC: GC SHALL FIELD VERIFY EXISTING CONDITIONS -(1)CSR 7705 ROUTER AND ADJUST PROPOSED EQUIPMENT LOCATIONS AS NECESSARY. EQUIPMENT TO BE RELOCATED FROM FCOA TO NEW HPL3: -(1)ASIA -(I)ASIX 121 W.ELECTION RD.,SUITE 330 -().ABv. -(I)ABa DRAPER,UT 84020 -(I)ESMB -(I)FSMF EQUIPMENT TO BE INSTALLED IN NEW HPL3: (2)AMAAs , ,:' CROW N -(1)ASIX -(1)"BI v CASTLE -(3)ABA -(3)ABICs .. -(1)ASIB -(1)CSR UCR3 ROUTER 2055 S.STEARMAN DRIVE -(I)PSU 4813 VOLTAGE BOOSTER CHANDLER,AZ 85286 ' & P.MARSHALL&ASSOCL JES 6801 PORTWEST DR.STE 100, HOUSTON,TX 77024 OFFICE 713-677-0964 12' I 12'-0" T-MOBILE SITE NUMBER: (E)CARRIER—\\ i(E)T-MOBILE UIILTTY FRAME EQUIPMENT PAD j (E)CARRIER MOBILE P001339B 'FLUTY FRAME " EQUIPMENT PAD I �, CROWN CASTLE BU #: (E)(1)T-MOBILE T-MOBILE 874140 COVP TO REMAIN COV OVP (E)T-MOBILE REMOVE FROM PROGRESS .-cc� (E)T-MOBBE H-FRAME EGO?), -- ;ii, (2)AMOB H FRAME I IHM.11111111[. I' SITE ADDRESS: RELOCATE FROM FCOA RELOCATE(2)EXISTING STRINGS 10185 SW CASCADE ' ___ ____ TO NEW HPL3: _ (1)ASIA GROUND OJ-BOX BICE CS 2.0 PPURCELL TOOF NEWNEW 163 FROM EXISTING /- �� (1)ASIX TO BE ADDED AVENUE PORTLAND, OR • (2)ABIAs _J (1)ABEL 97223 l` (I)ESMB ..- (1)FSMF RELOCATE FROM FCOA 1 TO NEW EIPL3: EXISTING L �)7-MOBILE FCOA I ('>)ASIXASIA 117.4' MONOPOLE L� CABINETS(2 TOTAL). _ (2)ABLAs TO BE REMOVED. (I)ABa - (1)FXFB RRU TO BE (P)i-MOBILE DELTA L83 (I)ESMB RELOCATED TO CABINET(CABINET (I)FXMF ISSUED FOR: TOWER TOP ANCHORAGE DESIGN BY OTHERS) REV DATE DRWN DESCRIPTION DES./QA CARRIER ± �) -� A 07/19/20 AVE PRELIMINARY HS P1 -_�� ( CARRIER - 0 08/12/20 AVE FINAL CD HS EQUIPMENT QUIP 8'N PLATFORM + EQUIPMENT + 3 O PLATFORM vs (E)T-MOBILE SSC _ _ + ,� + CABINET TO BE W)i-MOBILE DELTA HPL3 - REMOVED + CABINET(CABINET ANCHORAGE DESIGN BY + _ __ __ OTHERS) -. €g A- " RELOCATE(2) + i OCRING STRINGS OF BATTERIXS + FROM EXISTING \__- 1 REMOVE FROM'SSC:1 - + PURCELLT NEW -O W } \ ——\ (1)CSR 7705 ROUSER LB3 CA81NE7 r� \——\ I c + II `}- �I i i 1 i INSTALL NEW: + _ I ; t I 1 i 1 I I AMIAs + + + + + + I (2)I)ASIX + ICE BRRIIDGEE + + + ± + + (1)ABIA I - (E)T-MOBILE (E)I-MOBILE (3)ABMs - I ICE BRIDGE EQUIPMENT PAD (3)ABICs I (E)i-MOBB.E (E)T-MOBILE P (E)CARRIER + Q (I)ASId IF ICE BRIDGE EQUIPMENT PAD ,s$ ICE BRIDGE (E) - �) N '`N 4, 4 (I)CSR IXR3 ROUTER + - (E)T-MOBILE CARRIER _1J I- (E)(1)T-MOBILE 1-3/5" PPC/TELCO 3'-0"X3'-0' (l)PSU 4813 VOLTAGE BOOSTER + (E)(1)T-MOBILE 1-3/5' (E)C/TELLT-MOBILE CARRIER 68PE + + NSN HIGH CAP CABLE(175 LF)TICS TO REMAIN III CABLE(175 H CAPTICS PPO CABINET EQUP.PAD CABINET EQUP.PAD - 70 REMAIN _ 1 (E)(6)T-MOBILE ,`5•,._,.Yo.. , SI) 1' (E)(6)T-MOBILE (E) 7/8"COAX CABLES t'y O\S CARRIER AAx3 0 7/8'COAX CABLES I CARRIER i (150 LF) '�4VILYk 'F^� PAD + _I (150 LF)TO REMAIN 3 PAD _ '�' EXPIRES:6/30/2022 + (P)(I)T-MOBILE HCS 2.0 i I FIBER CABLE(I50 LF)TO BE ADDED;CABLE ROUTE TO 0 j FOLLOW(E)CABLE ROUTE 0 E) __ (E)CHAIN-LINK CARRIER (E) B IS A VIOLATION OF LAW FOR ANY PERSON, (E)110-0" (E)CHAIN-LINK CARRffR FENCE MONOPOLE TOWER 3'EQUIP." FENCE ( TOWER 3'-0"X4'-0' UNLESS THEY ARE AGING UNDER THE EN INEE DIRECTION EQUIP. MONOPOLE 70WER EQME OF A LICENSED PROFESSIONAL ENGINEER. PAD PAD TO ALTER THIS DOCUMENT. (E)END PAD (E)FND PAD PM&A PROJECT NUMBER: I + + + j + + + 20CT7M-021 SHEET NUMBER: ' REVISION: O EXISTING EQUIPMENT PLAN m� ®FINAL EQUIPMENT PLAN V 0 SCALE: I. 0''mom 1/z=ra 1p0ar z r o r N/4--o-Ot=tD SCALE: TULL ��. C—� z r o r yr=ra(u:17) ��+++ :-'* *.-+.`,.^. r..r-«' -. ,'•c,.:..,,Z,^,,,t,,.•,,,:-.s,,,-..-,x.-_-,,,,,,-- :araa.,. ..,,,-..-,v,--,,,-.cs-.,,,,-^,...-z--c-,c..v-.,--,-,..:-,..---,,,-.< ,r,--,-,-v,.:.. c.e..-..r,z-m-.w...a-,:-...,,a-,,.-,.-z.--a ..--,-..-,--n ,---..�z.-.. ,..-.-......_,".-..�...n.-.......,..-d..,..>-..,.......-.._-..-....",.,...__. ...,.....a.,�,.,........m. -. - r NOTES: r N I THE PROJECT CM/PM TO VERIFY ANY REQUIRED PAINTING REQUIREMENTS FOR PROPOSED TOWER. ANTENNAS.ANCILLARY EQUIPMENT.CABLES AND • • • •MobileEl HARDWARE PRIOR TO ORDERING INSTALLING EQUIPMENT. • /--(E7 TOWER LIGHTNING ROD T-MOBILE EQUIPMENT: TOWER EQUIPMENT HEIGHT (E)TOWER UGFT NING ROD 121 W.ELECTION RD.,SUITE 330 TIP OF DGHNING ROD ANTENNA CT:100'-0' A REV.124.6' MOUNT CL:97.-0" $ELEV.124.6' DRAPER,UT 89020 HEIGHT OF STRUCTURE HEIGHT OF STRUCTURE $REV.117.4' it EXISTING cARRE R v ELEV.117.4' 1 Ewsnxc cARRE6 hal°4 CROWN ELEV.=114'-0' dEV.=1 l4'_0. Y A `O CASTLE (P)T-MOBILE EQUIPMENT: (3)AEHC ANTENNAS 2055 S.STEARMAN DRIVE ' (3)AHHG R D'S CHANDLER,AZ 85286 (l)FXFB RELOCATED FROM FCOA T-MOBILE RAD CENTER ELEV.=100'-0" T-MOBILE RAD CENTER -— � i i�1pi— P.MARSHALL&ASSOCIATES II 6801 PORTWEST DR.STE 100, HOUSTON,TX 77029 OFFICE 713-677-0969 (E)T-MOBILE EQUIPMENT: EXISTING CARREIR i EXISTING CARRER T-MOBILE SITE NUMBER: (1)ANTENNA PLATFORM TO REMAIN Ono l ELEV.=85'-O' (T(6)TMBXX-6516-AM2 ANTENNAS.(3)REMAIN,(3)TO BE REMOVED (E)T-MOBILE EQUIPMENT: ELEV.=85'-0' P00 1 339B (3)FFHH-65C-R3 ANTENNAS TO REMAIN (1)ANTENNA PLATFORM (3)AHLOA RRU'S TO REMAIN (3)TMBXX-6516-AM2 ANTENNAS (3)AHFIG RRU'S TO BE REMOVED (3)FFHH-65C-R3 ANTENNAS (3)FRIG RRU'S TO BE REMOVED (3)AHLOA RRU'S (3)FHFB RRU'S TO BE REMOVED , i i 8 EXISTING CARREIR lk (1)FXFB RELOCATED FROM FCOA ,-1 ;-i EXISTING CARREIR CROWN CASTLE BU #: ELEV76'-0" _ REV.=76'-0' 874140 EXISTING CARRER EXISTING CARRER ia. PROGRESS ELEV.=75.-0' SITE ADDRESS: '1I6 EXISTING CARREIR k 4 EXISTING CARREIR 10185 SW CASCADE REV.=65'-0' ELEV.=65'_0 AVENUE PORTLAND, OR 97223 EXISTING 117.4' MONOPOLE ,1� EXISTING CARREIR h EXISTING CARREIR ELEV.=47'-0' Y ]�`9 ELEV.=4T-0' ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 07/19/20 AVE PREIB,BNARY HS 0 08/12/20 AVE FINAL CD HS (E) /_ )116'-0"MONOPOLE 116.-0'MONOPOLE 7 (E)(1)T-MOBILE 1-3/5' (E)(1)I-MOBILE 1-3/5' NSN HIGH CAP HCS(175 LF) NSN HIGH CAP HCS(175 LF) TO REMAIN (E)(6)i-MOBILE 7/8' (E)(6)T-MOBILE 7/8' COAX CABLES(150 LF) 7COAX CABLES(150 LF) 7 TO REMAIN (P)U)T-MOBILE HCS FIBER CABLE(175 LF)TO2.0 BE ADDED:CABLE ROUTE TO FOLLOW(E)CABLE ROUTE `yS'49°PAtiFF.o MOUNT ANALYSIS NOTES: 68PE 1. THE DESIGN DEPICTED INTHESE DRAWINGS IS VALID �. ' Air WHEN ACCOMPANIED B BY A CORRESPONDING PASSING S MOUNT ANALYSIS. 'r,' § 2. MANAGER SHALL REVIEW TETEMOUNT ANALYS GENERALCONTRACTOR TIP FOR C'y40 WIL/a . CONDITIONS PRIOR TO INSTALLATION. - 1 FJ[PatES:a/30/202z 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR /� ///�/�� /`N�/ / / MOUNT REPLACEMENT SHALL BE APPROVED BY TOR. ` 'y/z:/ / */' // \ �/�J/ .% /`/'/[ �Y/l\ r/ y � %, .'/� "LOOK UP'-CROWN CASTLE USA INC., �\ \ / %�. -,I/�/• 7,/,.// /n '""//�'/ (E)MONOPOLE PIER FOUNDATION SAFETY CLMB REQUIREMENT: (STRUCTURAL ANALYSIS REPORT BY (U)MONOPOLE PIER FOUNDATION (STRUCTURAL ANALYSIS REPORT BY --- II B.E GROUP,DATED 07/06/20): THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS a B.T GROUP.DATED 07/06/20): B IS A VIOLATION OF LAW FOR ANY PERSON, -PIER DEPTH:25' OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING -PIER DEPTH:25' UNLESS THEY ARE ACTING UNDER THE DIRECTION -PIER DIAMETER:5' ALL STAGES OF DESIGN,INSTALLATION.AND INSPECTION. -PIER DIAMETER 5' OF A LICENSED PROFESSIONAL ENGINEER, -EXTENDED ABOVE GRADE:I'-REBAR QUANTITY:20 TOWER MODIFICATION,MOUNT REINFORCEMENTS,AND/OR TO ALTER THIS DOCUMENT. EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE -EXTENDED ABOVE GRADE:1' -REBAR SIZE:#10 INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR AN-)' -REBAR QUANTITY:20 CLEAR COVER io TIES:a" COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE -CLEAR SIZE:R 10 PM&A PROJECT NUMBER: -CLEAR COVER TO TIES:3' -TIE SIZE:5 THIS SHALL INCLUDE,BUT NOT BE LIMITED TO:PINCHING OF THE WIRE ROPE,BENDING OF THE WIRE ROPE FROM -BE Ste'S 20CT 7 M-0 21 ITS SUPPORTS,DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR,IMPACT TO THE ANCHORAGE POINTS IN ANY WAY,OR TO SHEET NUMBER REVISION CD EXISTING TOWER ELEVATION IMPEDE/BLOCK RS INTENDED USE.ANY COMPROMISED Ci)FINAL TOWER ELEVATION C-3 O SAFETY CLIMB.ND RE OR EXISTING URCONDITIONS ASTL BESCALE M 1/a•_,1.9vH.17) uccED OUTOR CND xHE NOC O YOUR caowA CAST F B SCALE: 1/aR-r-0Om6u.s� a s ..4 2' o - 8' Ins•=r-o•01xv) INC.POC OR CALL THE NOC TO GENERATE A SAFETY CLIME a• 6' 4' 2' 0 8' 1ge'_I•a O 1417J -MAINTENANCE AND CONTRACTOR NOTICE TICKET. J r r N MOUNT ANALYSIS NOES: EXISTING ANTENNA SCHEDULE 1. THE DESIGN DEPICTED IN THESE DRAWINGS ISVAllD SECTOR POS. TECHNOLOGY AD AZIMUTHANTENNA ANTENNA MODEL TOWER MOUNTED EQUIPMENT }EIDLINE TYPE TM • "Mobile • WHEN ACCOMPANIED BY A CORRESPONDING PASSING CENTER MANUFACTURER MOUNT ANALYSIS. ALPHA Al 12100 100' 25° ANDREW TMBXX-6516-A2M (1)NOKIA-FRIG HCS HIGH CAP 2 CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL REVIEW THE MOUNT ANALYSE FOR ANY ALPHA A2 U1900/LI900 100' 25° ANDREW TMBXX-6516-A2M (1)NOKIA-FHFB SHARED Hl,S Hit, CONDITIONS PRIOR TO INSTALLATION. CAP 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR ALPHA A3 - - - - - _ • MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. ALPHA A4 17002600M600/G1900 100' 25° COMMSCOPE FFHH65C-R3 (1)NOKIA-AHLOA/ (2)7/B'COAX 121 W.ELECTION RD.,SUITE 330 (SHARED)NOKIA FXFBDRAPER,UT 84020 TOWER LOADING SUMMARY BETA RI L2100 100' 145° ANDREW TMBXX-6516-A2M (1)NOKA-FRIG SHARED HCS HIGH CBETA B2 U1900/L1900 - ANDREW TMBXX-6516-A2M (1)NOKA-FHFB SHARED Hi-SI-HUI. STATUS CABLE TYPE SIZE LENGTH QUANTITY BETA B3 - 100' 145° - CAP ExISBNG HCS HIGH CAP 1-3/5' I50'-0' I CROWN BETA B4 L700/L600/N600/G1900 100' 145° COMMSCOPE FFLIH65C-R3 SHAREDA-AHLUA/ (2)7/8•COAX `� CASTLE (SHARED) OKIA FXFB GAMMA C1 L2100 100' 265° ANDREW TMBXX6516-A2M (1)NOKIA-FRIG SHARED HCS HIGH NEW HCS z.oTRUNK 1-1/2• 150-0• 1 2055S.STEARMANDRIVE CAP FINAL CABLE QUANTITY 2 CHANDLER,AZ 85286 GAMMA C2 U1900/L1900 - ° ANDREW TMBXX-6516-A2M (I)NOKIA-FHFB SHARED NUS HIGH CAP GAMMA C3 - 100' 265° - - - GAMMA C4 17002600M600/G 1900 IOU265° COMMSCOPE FFITH65C-R3 ITJ NOKIA-AHLUA/ (2)7/B•COAX • (SHARED)NOKIA FXFB •PROPOSED ANTENNA SCHEDULE P.MARSHALL&ASSOCIATES RAD 6801 PORTWEST DR.STE 100, SECTOR POS. TECHNOLOGY C AZIMUTH MANUFACTURER AZIMUTH MODEL TOWER MOUNTED EQUIPMENT FEEDIINE TYPE HOUSTON,TX 77024 ALPHA Al L700/L600/N600/ itliiit 100' 25° COMMSCOPE FFHH65C-R3 (l)NOKIA-AHLOA/(1)NOKIA FXFB HCS HIGH CAP OFFICE 713-677-0964 G1900/U1900 ALPHA A2 - - _ _ ALPHA A3 L2100/11900 100' 25° ANDREW TMBXX6516-A2M (I)NOKIA-AHFIG SHARE!)fiGS HIGH T—MOBILE SITE NUMBER: CAP "LOOK UP"-CROWN CASTLE USA INC.,SAFETY CLIMB P001339B ALPHA A4 12500/N2500 100' 25° NOKIA AEHC - HCS 2.0 TRUNK REQUIREMENT: THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS L700/L600/N600/ (1)NOKIA-AHLOA/ SHARED HCS HIGH OF THE COMBING FACILITY SHALL BE CONSIDERED DURING ALL BETA Bl G1900/UI900 100' 145° COMMSCOPE FFHH65C-R3 (SHARED)NOKIA FXFB CAP STAGES OF DESIGN.INSTALLATION.AND INSPECTION.TOWER CROWN CASTLE BU #: BETA B2 - - MODIFICATION.MOUNT REINFORCEMENTS.AND/OR ° - - EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE 874140 • BETA B3 1210021900 100' 145° ANDREW TMBXX-6516-A2M (1)NOKIA-AHFTG SHARED HCS HIGH INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY CAP COMPONENTS OF THE CLIMBING FACILITY ON THE STRUCTURE. PROGRESS SHARED HCS 2.0 THIS SHALL INCLUDE.BUT NOI BE LAMITED TO:PINCHING OF THL BETA B4 12500/N2500 100' 145° NOKIA AEHC - TRUNK WIRE ROPE,BENDING OF THE WIRE ROPE FROM ITS SUPPORTS. DIRECT CONTACT OR CLOSE PROX1MRY TO THE WIRE ROPE SITE ADDRESS: WHICH MAY CAUSE FRICTIONAL WEAR IMPACT TO THE GAMMA Cl L700/L600/N600/ 100' 265° COMMSCOPE FFHH65C-R3 G I900/U1900 (I)NOKIA-ANOKIAOA/ SHARED HCS HIGH ANCHORAGE POINTS N ANY WAY.OR TO Iv1PED1iBCOCK ITS 10185 SW CASCADE (SHARED)NOKIA FXFB CAP INTENDED USE.ANY COMPROMISED SAFETY COMB, GAMMA CO - - - INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AEU REPORTED SO YOURCROWN- CAUHE USA INC POC OR CALL AVENUE PORTLAND, OR ° GAMMA C3 L2100/L1900 100' 265° ANDREW TMBXX-6516-A2M (1)NOKIA-AHFIG SHARED HCS HIGH THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CAP CONTRACTOR NOTICE TICKET. 97223 0NOKIAANTENNA&CABLE SCHEDULES GAMMA C4 12500/N2500 IOU 265° NOKIA AEHC _ SHARED HCS 2.0 TRUNK SCALE: NOT TO SCALE EXISTING (P)T-MOBILE AlTEC MOUNTED 1 17.4' MONOPOLE TO(E)PLATFORM MOUNT A4 (3 TOTAL.1 PER SECTOR) (E)T-MOBILE FRIG MOUNTED TO O"O.y O� ISSUED FOR: PLATFORM MOUNT TO BE REMOVE • 5" A4WI,* (3 TOTAL,1 PER SECTOR) Q"� (E)T-MOBILE COVP REV DATE DRWN DESCRIPTION DES./QA j� Z J (P)i-M E ANTENNA MOUNTED �` Q..? 1� �F (O REMAIN TO(E)PLATFORM MOUNT '`', vyZ- (1 Off)I.E COUP A 07/19/20 AVE PRELIMINARY HS C' (3 OtAL.l PER SECTOR) A3 e e 0 08/12/20 AVE FINAL CD FLS (E)T-MOBILE PLATFORM MOUNT �� Cl I1. ��j� • TO REMAIN cl _ It i1 i� ''-- (TOTAL) PLATFORM MOUNT ' l �/8,.. (1 TOTAL) 1' �!► MOUNTEDTOP PLA) TFORM MOUNTOUA •�� / � " ' 1�%/ // . �� . TO BE REMOVED / Q�I - \�-. �i / / r'- y` (E)T-MOBIE ANTENNA (3 TOTAL.1 PER SECTOR) '��I��I� �� ,.I Al (P)t-MOBILE HCS 2.0 TOWER JO-Box I��/�;� � \\ (3 TOTAL 1 PER SECTOR) MOUNTED TO PLATFORM MOUNT • • .-I-1,i-rti-T,: -'-',.:„_,'" %it � I l i 11 E, I I (B)Z-MOBILE AHLOA MOUNTED TO i,%I �, f�"�'- 441 1 1 i I I 1 �c 1� %' . `.•`. k..)44 d-'+'1 I I t //�' Y I 1 1 } (E)T-MOBILE AHLOA MOUNTED TO :� . PLATFORM MOUNT O REMAIN 7 r� •' �- 4 t I T I 1 I 1 I PLATFORM MOUNT ,,N Ip 111 1' �. CE%ISIING ,, .44^'4,,,, t'T .1- (3 TOTAL,1 PER SECTOR) i,��'%' �� i 1 i . (3TOTAL,1 PER SECTOR) GAMMA SECTOR TO I -+"{- , 1 y -� NtTi • ,' EXISTING ' AZIM 65`, .. 1 ', `I 1 I T (E)i MOBILE ANTENNA GAMMA SECTOR L�J TOWER S � O A� �� r I ter,"' MOUNTED• TO PLATFORM MOUNT IMUTH=265° _ ��L. �, ,y i +- * 1 I I /� l @Alit. Plw �O I I 1 I I t OBE RELOCATED 1 1 ;♦ i •+" . (3 TOTAL.1 PER SECTOR) �� // I �� / � �a 1 1,I1Tr rt Bq �� // tt,—.i 11-"*• '�`. ea �� wl C3 'i ` \ T'.4,''', to WILNON r M Ie� �� ` j14 �� ,"`� �� ` ,'. ' (E)T-MOBILE FXFB MOUNTED TO ``: ` �`I`1 ``!``4. 1 3 PLATFORM.RELOCATED FROM IXPI.',Es:s/ao/zozz At 4*i�ti FOCA(I TOTAL) • `. i` ,': r (E)I-MOBILE DEB MOUNTED ,�:. �� ,��`�`�� /�° PLATFORM MOUNT TO BE REMOVED ` `�� ` �'� /f (3 TOTAL.1 PER SECTOR) (E)T-MOBILE MOUNTED TO PLATFORM MOUNTA i1 r �•ti�` •r. \ _._ .��` a Gy p (3 TOTAL,1 PER SECTOR) { `r R IS A VIOLATION OF LAW FOR ANY PERSON, O .'i, ��. UNLESS THEY ARE ACTING UNDER THE DIEECiION OF A LICENSED PROFESSIONAL ENGINEER, C9 I Pi *:' Cq M •)1- ate 1"9 TO ALTER THIS DOCUMENT. ♦'40 - ?.�G•P PM&A PROJECT NUMBER: T-MOBILE ANTENNA e MOUNTED TO PLATFORM MOUNT 20CT7 M—0 21 B1 TO BE RELOCATED (3 TOTAL,1 PER SECTOR) B1 SHEET NUMBER: REVISION: Q EXISTING ANTENNA PLAN �© Q FINAL ANTENNA PLAN / C4 O SCALE: �,� 1/2•_r-0'IRJLLs$ all ��... SCALE: 2=F-0 IE I1 s� 2 I 0 2' 1N 1'-0"(Ilzl'n 2 ..�.1,0�.✓�.av z 1/4,1w'U1:19) 1V I e r �� T ® Mob ��\ \/ a , /. ��,,,--- BASED BOX ASSEMBLY l:J ��/ 121 W.ELECTION RD.,SUITE 330 �,'�► ,- \ DRAPER.UT 84020 .„,..„.. ,. iv. CROWN .,:.:,,, e b. 11()) • 66. a irIJ., �� CASTLE 1 Egi ~ .\; ,`r' 2055 S.STEARMAN DRIVE .( .- :''".... e iMa'411. 1 1 e • (J i- v CHANDLER,AZ 85286 III . ,&' . @ 01 , I. HEAT S HRINx TUBE P.MARSHALL&ASSOCIATES 1 I • 6801 PORTWEST DR.STE 100, HOUSTON,TX 77024 1 OFFICE 713-677-0964 l� !"/ HYBRID CABLE T—MOBILE SITE NUMBER: P001339B NOKIA AEHC NOxL4NHHG CROWN CASTLE BU #: WEIGHT(WITHOUT MOUNTING HARDWARE):99.2 IBS. WEIGHT( MOUNTINGHOIT MOUNTING HARDWARE):79.4 LBS. SIZE(HxWxD):35.43x22.83x8.26 IN. SIZE(HxWxD)27.6z13.4x5.6 M. HCS 2.0 FIBER FEED W/PENDANT 874140 WEIGHT(WITHOUT MOUNTING HARDWARE):23.5 LBS. SIZE(HxWxD):14.Ox16.0x8.0 IN. PROGRESS SITE ADDRESS: 10185 SW CASCADE AVENUE PORTLAND, OR NOK AEHC DETAIL AHFIG SPECIFICATIONS HCS 2.0 FIBER FEED W/PENDANT DETAIL 97223 1 IA SCALE: NOT TO SCALE O SCALE: NOT TO SCALE O SCALE: NOT TO SCALE EXISTING 1 17.4' MONOPOLE 2 General Product Overview 0 0 I r. ISSUED FOR: O I PSU 48...;)3 REV DATE DRWN DESCRIPTION DES./QA •,,.i: I A 07/19/20 AVE PRELIMINARY HS • � a 0 08/I2/20 AVE FINAL CD EIS Nure I A klpurxYl9 bracket Drxketfw Ig'rook Whlatiorts.Bracket can N reversed. I BC Prod 1.mura. Coomedetefap Lai cvnned'ina ooae,cables born the soweraivahaeen. C Ezumal allm pat Interlace Sr=newts Warm cable to site eserrW Panne 0 Fwersen1Ms For srikniie onbetM omnst»ndna DC OWoue. III E Cwerea ruse e.mina6 for corresponding DC output. F DC porter outputs Cowered tennmab for connecting powercapks to remote bade. H Ground cmrerta Grounds Oa,. O O 0 p(QC)ile• Eriossoa PSU 4813Voltage Booster Design Specification II '_' '_'_ The general specifications for the PSU 48 13 are as follows: I_1�� Electrical Operating Liens Input Yopap •3e.0-683 YDC Voltage.mamead FOC 0 I��Jiy w W dP'rlA"f "r-t- I 4"w11N�E ® Q Input Current.marOuese gg a ao A�tor an our rev np u -58 UDC FRONT SIDE © raD *5_�G�70?90_C�s_C M..... .. y_ _ _lsa_a ® Duma Payer,maa� Wwus each CEO�� e.1�'=ltl�� 'II g..tYYL En.bor.nranlal ope.a4neumle O NOKIA me10. o a e ems© • ® O Terraeratue.operation 4D-ep•c T.090-a e.storage X+-a5.s`C 9'C N Tempera.c,trawl -40-*70`CHur y I000•.y.opera.,and storage PK-PM0-4000 a ••748PE Nit Arco one sesame U-4000m Cool0 000• Er1130l tans NOKIA CSR IXR-e viers tT33WOt0.2 WEIGHT:11.2 LBS. Shock ER300010a IF ♦ SIZE(HxWxD):1.75x17.25x10.0 IN. Dr, ETS30001e-2 ES1C FCC Pan 15 '.e1_ry` Safety UL e2368-1Noise .c 0�^^ 6 e Ira: parer EXPIRES 6/30/2022 Lic0le 0 Prechea 4IA.UPIBO 360 o es.20 hA 6/20 es Fun Optiau 30 6.40 A SO A O Mechanical sPeKawmon We,M <7.5Mp117.211,1 Dimancons(X x W x 01 44 s 4e3 x 363 men(1.T-a 10.7 x 14.110btdude break..cow) TOP PSU Unit laSKU 34132 gu200E.oaaa.D a IS A VIOLATION OF LAW FOR ANY PERSON, RCS 2.0 J-BOX nnX.epo ar Pan .aolan cp.,encp., ice.... MESS THEY ARE ACTING UNDER THE DIRECTION WEIGHT(WITHOUT MOUNTING HARDWARE):23.5 LBS. t awe 931e1n tw.txxrvunvrsrau 13 1 OF A LICENSED PROFESSIONAL ENGINEER, SIZE(HxWxD):14.0x16.0x8.0 W. 2 ax a e s nw enc. a CAKE wc .DAY lug a ears Slat end a 3 a pans.facing e A vh. seta TO ALTER THIS DOCUMENT. s scar eat la/1 camILe/p0a0 Kui we 4 eat its abr. e 3 OC pars fMne herd able u taineS014/40 Ent xoapawmA ACE ut 1 3 tuns inemax PM&A PROJECT NUMBER: a tsxasol ua t/.0 MIL xoanavaoa,a0✓. 1 3ew p sinre let a3 xexa,4ak,4 F w paplaCitr td,.DL 1 akbesIneach. 20CT7M-021 PSU 4813 VOLTAGE BOOSTER SHEET NUMBER: ' REVISION: WEIGHT:17.2 LBS. HCS 2.0 J-BOX DETAILS SIZE(HxWxD):1.7x19.0x14.4 IN. PSU CI) SCALE: NOT TO SCALE O SCALE:NOKIA CNOT TO SCALE O SCALE 1 NOT TO SCALE 3 VOLTAGE OOSTER SPECS C_5 O J r IT ill IIMODlii(C"I NOKIA AS® i^ r/, WEIGHT(UNIT ONLY):6.4 IBS �� NOKIA ABTA �/%/ . SIZE WxD:1.7xa.sxi 4.2 R1. 4' WEIGHT(UM ONLY):4.6 LBS. + (0.� r� SIZE(WcWxD):1.Ix8.6x14.2IN. / // —%/�•/ �iii,1� ay y // / `/► / 121 W.ELECTION RD.,SU1TE 330 sea s / rr, \ DRAPER,UT 84020 = „� „ ,, ,%/� ati CROWN GROUNDING EIF3 EIFS — ® 9- °P " `,,, CASTLE °pUi SOUT SRIOI EIF2 - es° EAC ° — I 2055 S.STEARMAN DRIVE CHANDLER,AZ 85286 Q ° O — RFI RF2 RF3RF4 RF5 RF6 o �I�I Q �' _ 888,k .,..oer.::I ` t _ - o „ :_17.71:::::::::::::::ii::::::::ep ®�o • ®® L� `", 0000000 000000000000000000000000000000 ,SIN SEH oo As o°o.ICI°oo II'00 Imo,00 IIm.8 P.MARSHALL&ASSOCIATES EIF4 LMP ,.,.o..,. _o ��,.o„° L. °a aoeoo -®°®� SEI2 EIFI 6801 PORTWEST DR.STE 100, °�® HOUSTON,TX 77024 OFFICE 713-677-0964 _�/ w„ — T—MOBILE SITE NUMBER: ��o;®va®`•®oo�a® � ® P001339B NOKIA AMIA o�V V ii,4 aV V.a:V,, O.O ° V.�o � ' p WEIGHT:11.2 LBS. - - ° SIZE(HxWxD):52x17.6x15.7 EV. r tw I iI I� °;° !' .<°s°...."°"o:,s.. ��sans-iihi mk=. ®ifilielzHill.ritiltirgoimirfoi?fi. o - �'I .. o ®°� a osoeeemee .!...i CROWN CASTLE BU #. iwV. 7i ollg-®1,i I I I 0 874140 PROPOSED ASIB PROPOSED ABTA PROGRESS LOCATION LOCATION SITE ADDRESS: 10185 SW CASCADE AVENUE PORTLAND, OR QSKU#33389-NOKIA AMIA SKU#34104-NOKIA ASIB SKU#33388-NOKIA ABTA SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE O SCALE: NOT TO SCALE 97223 4 EXISTING 1 17.4' MONOPOLE ISSUED FOR: 4. �� _ Gi A DATE DRWN DESCRIPTION DES/QA /�j/'/� r Xi �"'// ��il -� : 07/19/20 AVE PRELIMINARY HS NOKIA ABK. /�� 45�ft NOKIA ABIC /�1// ////// 0 08/I2/20 AVE FINAL CD HS / � /�I'' 'I' '' / 1� i NOKIA ASIK \WEIGHT(UNIT ONLY):4.9 L65. I WEIGHT(UNIT ONLY):5.8 LBS. / /%� WEIGHT(UNIT ONLY):6.6 LBS. SIZE(Hx(UNI ONLY6x14.2IN / ,/ //�//� // .7 ,1 / /�/ �� SIZE(IL+cWxD):I.7x8.fix14.2IN. � 7 e•z I//', '1 A ��` �iu/ _ _. /j // � �/ l_ SIZE(HxWxD):1.7x8.6x14.21N. I //�'. s° SFP28 RF2 RF4 RF6 RF8 _._._..�_'-•-'--- --' -�- •-•-'- (s (s.."1 uuu o c IUaWet uom0000Ouuuuovu000 a000000000000000000000ES-RF1 S-RF2 O — O 000000000000000000® O Op• CC ^ I (0 0 IO�ca0�� ocoo 000I "oo �0°P"°oo 000000000c0000 � o � � ` ��C M I �g pmm000moom — n qM E I u• IM IM �M N AA. yP. �,+a_ i. i a® �+ LMu 7 ®,...,- jeLt S RFl S-RF2 QSFP28 RFI RF3 RF5 RF7 RF9 FAN STATUS SEI EIF1 E1F2 -L__® may .V•. - - _ - _ _ _ EXPIRES 6/31/2022 gyp° ^-- O - F. s O° � Ea rya ©� [ _ � ) �� gssa gfr �� FJ w h•r w �r �1!!"g HL2U 3 d®�� .®�� —.._1._ i:.: o . II 0IJdllawv � 1�T� —� O;. ,ItatittaLt i"A221M26 2 22�„ 0-2 ® p ° ` r �� ' — -- ®o - ^°^ •121 �^"^°gxxx"a^^ ^^max"""""""" """"""" R IS A VIOLATION OF LAW FOR ANY PERSON, - �N.a®.®.°®^°®e®e ® Bo$m8°.°88°1 I JTT I Ig UNLESS THEY ARE ACTING UNDER THE DIRECTION _0,,,0 - OF A LICENSED PROFESSIONAL ENGINEER, PROPOSED ABIL PROPOSED ABIC O 1 v Y!®Y!'a ®.�® ...� a:I : p °° TO ALTER THIS DOCUMENT. LOCATION r I °"°" II.■/®®6413B lm.OU o .M7 Ili L3 p 9 1 I::o N r PM&A PROJECT NUMBER: PROPOSED 20CT7M-021 ASIKLOCATION SHEET NUMBER: REVISION: O SCALE: NOT TOCALE SKU# 3617-NOKIA IL O SKU#34103-NOKIA ABIC SKU#33615-NOKIA ASIK O SCALE: NOT TO SCALE 6 SCALE: NOT TO SCALE c 6 ` l r 1 T • Mobile• 121 W.ELECTION RD.,SUITE 330 NOTE: DRAPER,UT 84020 6F1 i. I En Y Fi• in. � ANTENNA NOT SHOWN FOR CLARITY. : 41,,. I µa ar' I x e �: L . 4;. �III CPo CROWN i ". � �,oe CASTLE % �i' �ANTENNA MOUNTING. v\ _� ® BRACKET — FFPD z."�— _ r�. _ CSUF .a:.... :may 2055 S.STEARMAN DRIVE hN CHANDLER,AZ 85286 �- j 1 1.11 1�xc �. ;�., tom. ��` r All) T ` ANTENNA I I ta �LCtl{ { �RAS � { NEW RRU �� - • ` as 7 .., i �� i/ �/ P.MARSHALL&ASSOCIATES r rer�ri �,L 4 ,y a ra n \III / /'i// a a / NEW RRU 680HOUSTON,TX R.77STE 100, II �, BRACKETA A MOUNES 3 / =j RRu MOUNTING 024 OFFICE 713-677-0964 I�III PLATE NOKLA FSMF - , WEIGHT:55.I1 LBS. u� - % T-MOBILE SITE NUMBER: SIZE(HxWxD):5.23x17.597.22.4 IN. ► PO- / PIPE MOUNT BRACKET � / ► (TYP OF 2) P001339B i (E)ANTENNA MOUNTING PIPE CROWN CASTLE BU #: 874140 PROGRESS SITE ADDRESS: 10185 SW CASCADE AVENUE PORTLAND, OR CI NOKIA FSMF ANTENNA TO PIPE(ISOMETRIC VIEW) ANCILLARY EQUIPMENT TO PIPE(ISOMETRIC VIEW) 97223 SCALE: NOT TO SCALE (1)SCALE: NOT TO SCALE CI SCALE: NOT TO SCALE 4 EXISTING 117.4' MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 07/19/20 AVE PRELIMINARY HS PROPOSED 1/2"DIAMETER,HILTI KWH BOLT TZ ANCHOR WITH 3-5/8' 0 08/12/20 AVE FINAL CD HS NOMINAL EMBEDMENT(CC ESR-1917).TO BE INSTALLED A MINIMUM OF(1) IN EACH CORNER OF CABINET.SEE MANUFACTURERS EQUIPMENT INSTALLATION MANUAL FOR ANCHOR LOCATIONS.IT 1S ASSUMED THAT CABINEI ANCHOR LOCATIONS HAVE BEEN DESIGNED/REINFORCED BY THE MANUFACTURER 70 WITHSTAND SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN New RF Jumper Color Codes 1 EQUIPMENT Frequency Bands&Sectors Alpha Sector Example LOCK / ,pnawncv Mind Cebu AM OS FRAME WASHER AS•ItaWl7 a6090 pp - 0 PLATE / WASHER / ILewband-600/700 i I IPCS-1900 I '.' I IAWS 2100/1700 -. .., ,S'. MMININOMINII %/AWAre��AIAIJ A/AAIZA7AVA��' Sector Colors ' �' 768PE G G C C Alpha 4 d :Be'Gamma Lowband-6001700 Dual Band(005/AWS) ' ,• :Z.:I G G Ar C d Q !Delta Yellow t c}y �'S G a Q "6' 'Epsilon White 'ID WILL/ { ^m d G U 17A'te WIRES 6/30/2022 65 _ d G C of G G �x ' , . C7, ill i d G ,1 d --- IT IS A VIOLATION OF LAW FOR ANY PERSON. Q 9 G dUNLESS THEY ARE UNDER THE DIRECT I OF A LICENSED APRCTING OFESSIONAL ENGINEER.ON TO ALTER THIS DOCUMENT. CONCRETE SLAB PM&A PROJECT NUMBER: 20CT7M-02 1 SHEET NUMBER: ' REVISION: O CABINET ANCHORAGE DETAIL O RF JUMPER COLOR CODING C_ 7 O 1‘.. SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE f tip ,-- -.. ,- .t.w-,t-,' ;- .-s_ ,.,.--:- -.;.-,K-s-. `,-, ,,- --.-, ,,,- .-,.- ..--- ,-----:,-.-,..., ,-t- ,,--,,..,- . - ... r r 1'-10" SHIPPING HOOKS TO BE ;, (4X)5/8"O FOR CABINET 1111111 ANCHORAGE REMOVED AFTER CABINET ■ ®�iie• INSTALL • ■I 1 0 0 ,/, 121 W.ELECTION RD.,SUITE 330 DRAPER,UT 84020 CORRECT KNOCKOUT TOOL REQUIRED C+ iliVilli FOR PUNCHING KNOCKOUTS.DO NOT DRILL KNOCKOUTS THROUGH 0 !�l; �, CROWN <0 r.0 ( Il,I1!.,�j n / ao:U VCASTLE I� ! 2055 S.STEARMAN DRIVE '. ' 0 M TIII•1g CHANDLER,AZ 85286 IL i 1 II . .a 1. MOUNTING DETAIL `.l : P.MARSHALL&ASSOCIATES 1 N 1{ I1 6801 PORTWEST DR.STE 100, Iy III{I HOUSTON,TX 77024 l l ' i IjI'IilI'li OFFICE 713-677 0964 • T MOBILE SITE NUMBER: 2'-6" 1 . : li j — s • • a P001339B F O II CROWN CASTLE BU #: li _ 874140 — — 1 PROGRESS J l BACK PANEL ! I' 7 Illoill FOLDS OUT 1pyr,; i SITE ADDRESS: ® 1 1 10185 SW CASCADE AM 1 AVENUE PORTLAND, OR SIDE VIEW WITH 97223 -, BACK PANEL CLOSE EXISTING ISO VIEW 1 17.4' MONOPOLE PLAN VIEW 3'-5 z'-s" ISSUED FOR: / / / REV DATE DAWN DESCRIPTION DES./QA 2•-11" / A 07/19/20 AVE PRELIMINARYHS 0 08/12/20 AVE FINALL CDCD HS N ... •l & -' / - /m 1 j 1 3 p O O OY , C t .. .� j _. o o i i aY v c �S'C ice.HEi� 9 it r • ) ram" `go+wi�H�� 9; a' .. EXPIRES:6/30/2022 — -- i 1 1^11 ,O / C. ' F m • ' IT IS A VIOLATION OF LAW FOR ANY PERSON,• UNLESS THEY ARE ACTING UNDER THE DIRECTION FRONT VIEW OF A LICENSED ATT RROI DOSEICUMENNTGBVEER, SIDE VIEW WITH BACK VIEW BACK PANEL OPEN PM&APROJECTNUMBER• 20CT7M-02 1 THIS DETAIL HAS NOT BEEN REVIEWED BY THE STAMPING PARTY. SHEET NUMBER ` REVISION: THEREFOR,THE STAMPING PARTY MAKES NO REPRESENTATION(S) WITH RESPECT TO ITS CONTENTS.AND SHALL NOT BE LIABLE FOR C O DELTA HPL3 CABINET SUCH D THIS AI DETAILAL IS FOR REFERENCE ONLY.ANY RELIANCE A — `J O 1 THIS DETAIL SHALL IS AT E RELYING PARTYONLY. OWN RISK AND JV� \ SCALE: NOT TO SCALE HEREBY WANES ANY AND ALL CLRIMO)RELATED TO THE ` EXISTENCE OF THE STAMP OR OTHERWISE 41 _. _..- ...:-_mot.. .., ...-.,.,....,-........ .,-.n.............,�� -..,.n... ,....�...,..,,,,,..s......a..,._..� .same .- —._._._____--.--___—_ r 1 4"REAR T Mobile 1,_10,. CLEARANCE li �' SHIPPING HOOKS TO BE < REMOVED AFTER CABINET I21 W.ELECTION RD.,SUITE 330 INSTALL - DRAPER,UT 84020 cc c (4X)S/8'0 FOR CABINET �( t '. 711iill C WANCHORAGE°° 0::: CASTLE C 2055 S.STEARMAN DRIVE 0 0 �� L� CHANDLER,AZ 85286 . 11'I 0 CORRECT KNOCKOUT TOOL I ��'I' REQUIRED FOR PUNCHING ! i!��, it D . f„iii KNOCKOUTS.DO NOT DRILL ! . F.il P.MARSHALL&ASSOCIATES MOUNTING DETAIL KNOCKOUTS THROUGH '11;!i; ,;i„1$1 6801 PORTWEST DR.STE 100, ;I,h is :::;;I!: HOUSTON,TX 77024 OFFICE 713-677-0964 j', 1.;!',.[,'„'!il: T-MOBILE SITE NUMBER: 2 6 ''! F P001339B i1114411 i;i1 CROWN CASTLE BU #: I !?il1u':111 874140 1 FIl'':,h PROGRESS iil;:,,;; SITE ADDRESS: o I 10185 SW CASCADE ,�q J AVENUE PORTLAND, OR ''r`'{'i Nip 97223 EXISTING 9 Mill" 1 1 7.4' MONOPOLE ISO VIEW PLAN VIEW ISSUED FOR: REV DATE DRWN DESCRIPTION DES./QA A 07/19/20 AVE PRELIMINARY ITS 0 08/12/20 AVE FINAL CD HS 6" 2'-11" • aP1Y _ ... FF': 4rl , `i Oi DF :I ��i ,it N \may\ ' '4 O 1 0 , / "' vD wiLNo< OP kK i EXPIRES:6/30/2022 ! 0 r', l 21,1 I R IS A VIOLATION OF LAW FOR ANY PERSON. �, i e UNLESS THEY ARE ACTING UNDER THE DIRECTION 0 .iir d - OF A LICENSED PROFESSIONAL ENGINEER. I TO ALTER THIS DOCUMENT = -_- • J PM&A PROJECT NUMBER: FRONT VIEW SIDE VIEW 20CT7M-02 1 oii SHEET NUMBER: ` REVISION: O DELTA LB3 CABINET C_9 O SCALE: NOT TO SCALE l r r 1 T ® •Mobile• 6/20/2020 P001339B_Anchor_10_2020-06-20 121 W.ELECTION RD.,SUITE 330 Section 3- Proposed Template Images DRAPER,UT 84020 P001339.jpg Configuration 56791EZ CROWN * For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. CASTLE (Alpha , Beta & Gamma) 2055 S.STEARMAN DRIVE CHANDLER,AZ 85286 LB+n[soao FDD-Lowband MB Quad Passive ilntenni B12 (L700)—5 MHz Passive Antenna B71(L600)—10 MHz 11 a`i B71(N600)—10 MHz L19+L19 r P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, a FDD-Midband HOUSTON,TX 77024 L21. B4(L2100)—20 MHz OFFICE 713-677-0964 N600121.e 62(L1900)—20 MHz T-MOBILE SITE NUMBER: B25(L1900)-20 MHz B66(AWS3)-5MHz P001339B 12 IS 10 9 8 7 6 5 4 3 2 3. TDD-Band 41 CROWN CASTLE BU #: fli 1U I i §"a I:1 L2.5(2.5GHz)—60 MHz 874140 � ^ N41(2.5GHz)—100MHz PROGRESS +2nd carrier(<=80MHz) SITE ADDRESS: AHFIG AHLOA FXFJB 10185 SW CASCADE AWS+pCS 700+600 AVENUE PORTLAND, OR 97223 1 EXISTING I: HCS1.0 1 17.4' MONOPOLE Top ISSUED FOR: Ground . REV DATE DAWN DESCRIPTION DES./QA HCS2.0 A 07/19/20 AVE PRELIMINARY HS HCS1.0 0 08/12/20 AVE FINAL CD HS TowerTop FSMF 5G Airscale UMTS PGS LTE FDD/TDD Airscalel Notes: Yip PRD Ai f %... EXPIRES:6/30/2022 R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. z rfds-prod-web-core.apps.px-prd02.cf.t-mobile.com/DataSheet/Printout/43241382-Oa05-40fe-840e-f88a13927775?layoutld=eb70a1bb-d172-45af-b84... 2/12 PM&A PROJECT NUMBER: si 7 20CT7M-021 O RFDS PLUMBING DIAGRAM SHEET NUMBER: ' REVISION: s SCALE: E1 .— 1 0 0 1. / r NOTES L THE MAXIMUMCONTRACTOR CO DEMAND LOAD WAS NOT CO.,AOINAT TIME OF PRINTING. ® ■MObl S ■ CONTRACTOR SHALL COORDINATE WITH POWER .,OBTAIN MAXIMUM DEMAND LOAD, G' MULTIPLY VALUE BY 1.25,ADD ALL NEW LOADS&VERIFY NEW MAXIMUM DEMAND LOAD DOES NOT OVERLOAD ANY PORTION OF THE EXISTING ELECTRICAL SYSTEM.CONTACT EOR IF OVERLOAD IS POSSIBLE BEFORE START OF WORK. 2. CONTRACTOR IS RESPONSIBLE FOR LOADING ON ALL PANELS AND FEEDERS PER THE N.E.C. CONTRACTOR SHALL ENSURE CONTINUDY OF EXISTING CIRCUITS TO REMAIN.ELECTRICAL EXISTING - CONTRACTOR SHALL VERIFY THAT ALL EXISTING AND PROPOSED LOADS PLACED ON SERVICE 121 W.ELECTION RD.,SUITE 330 EXISTING PANELS DO NOT EXCEED THE MAXIMUM LOADING REQUIRED PER THE LATEST SOURCE DRAPER,UT 84020 EDBTON OF THE N.E.C.NOTIFY EOR IF OVERLOAD IS POSSIBLE. T-MOBILESITEIt. LOCATION: VOLTAGE:240/12010 I MOUNTING I ENCLOSURE: EXISTING/NEMA3R 3. CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION IS ACCURATE PER THE ONE-UNE EXISTING TRANSFORMER DIAGRAM AND PANEL SCHEDULES AND CONTACT FOR WITH DISCREPANCIES. P0013398(EXISTING) GROUND PPC MAIN C/e: 200 AMPS AVAIL.FAULTCURRENT. EXISTINGCROWN 8/12/2020 BUS RATING: 200 5 SHORT CIRCURRATING: EXISTING WIRE&CONDUIT TINE DESCRIPTION KVA CKT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT POLES .„.....,--....--,-,--- POLES alii%ma: CASTLE 20/1 EXISTING L SITE LIGHT 0.50 1 0.50 7 KNOCKOUT KNOCKOUT 2 8 KNOCKOUT EXISTING SERVICE FEEDERS 2055 S.STEARMAN DRIVE EXISTING BREAKER • 9 0.18 UNKNOWN E EXISTING 10/1 BY POWER COMPANY CHANDLER,AZ 85286 TO BE REPLACED 9.7 10 0.18 UNKNOWN E EXISTING 15/1 (CONTRACTOR C,TOR SHALL FIELD 20/1 EXISTING E UNKNOWN 0.50 5 0.68 11 0.18 UNKNOWN E EXISTING 15/1 10/1 EXISTING E UNKNOWN 0.50 6 0.68 12 0.18 UNKNOWN E EXISTING 15/1 PHASE TOTAL 11,0 10.5 KVA . 411.TOTAL CONNECTED LOAD 21.4 WA I 89A , -. I TOTAL EMANDLOADI 26.8 kVA I 112A LOAD CONN.LOAD DEMAND DESIGN LOAD I P.MARSHALL&ASSOCIATES TYPE DESCRIPTION KVA AMPS FACTOR KVA AMPS 6801 PORTWEST DR.STE 100, L LIGHTING 0.5 2.1 1.25 0.6 2.6 NOTES: I HOUSTON,TX 77024 R RECEPTACLE 0.0 0.0 NEC 0.0 0.0 OFFICE M MOTOR 0,0 0.0 NEC 0.0 0.0 (� 200A0964 EXISTING i-MOBILE 71 - 77- 00A,120/240V,1-PH H HEATING 0.0 0.0 1.00 0.0 0.0 •-_.1R T-MOBILE SITE NUMBER: AC HVAC 0.0 0.0 1.00 0.0 0.0 EQ EQUIPMENT 0.0 0.0 1.00 0.0 0.0 P001339B E EXISTING 20.9 87.2 1.25 26.2 109.0 - I EXISTING T-MOBILE 'ALL EQUIPMENT LOADSCONSIDERED CONTINUOUS LOADS EXISTING SERVICE GROUND. I200A.120/240V CONTRACTORS SHALL VERIFY I AC DISCONNECT SWITCH GROUND IN COMPLIANT WITH NEC CROWN CASTLE BU #: AND LOCAL JURISDICTION.REPAIR OR REPLACE AS NEEDED. 874140 PROGRESS SITE ADDRESS: EXISTING(3)#3/0 AWG W/ #2 GNDIN2'C. 10185 SW CASCADE (FIELD AVENUE PORTLAND, OR 1 EXLSITNG PANEL SCHEDULE EXISTING T-MOBILE PPC.- 97223 SCALE: NOT TO SCALE 2SUA,I20/240v. a,24 PCSCI NOTE: CONTRACTOR TO FIELD VERIFY ALL EQUIPMENT ( EXTERNAL GENERATOR EXISTING RADNCS ONAND CT ENGINE _ERPRI ANY PRIOR ROUGH IN. I RECEPTACLE 117.4' MONOPOLE EXIST,CONTACT ENGINEER PRIOR TO ROUGH IN. (P)2 ,240V BREAKER 200A IOOA / -FIELD VERIFYIFY PANEL TYPE PRIOR TO ORDERING BREAKER 200A/2 ISSUED FOR: EXISTING AUXIUARY REV DATE DRWN DESCRIPTION DES./QA -CIRCUITS A 07/19/20 AVE PRELIMINARY HS 0 08/12/20 AVE FINAL CD HS T-MOBILESITER: LOCATION: VOLTAGE:240/12010 I MOUNTING/ENCLOSURE EXISTING/NEMA3R P01339B(PROPOSED) GROUND PPC MAIN C/8: 200 AMPS AVAIL.FAULTCURRENT: EXISTING 8/12/2020 BUS RATING: 200 AMPS SHORTCIRCUITRATING: EXISTING POlFS/ WIRE&CONDUIT TYPE DESCRIPTION KVA OCT A B CKT KVA DESCRIPTION TYPE WIRE&CONDUIT PEES 'I 20/1 EXISTING L SITELIGHT 0.50 1 0.50 Y 7 KNOCKOUT KNOCKOUT 2 8 KNOCKOUT PROPOSED DELTA 200/2 13)3/0,(1)TO,2"C EQ DELTA HPL3 CABINET 16.51 3 16.69 9 0.18 UNKNOWN E EXISTING 10/1 HPL3 BREAKER - - EQ - 16.51 4 -` 16.69 10 0.18 UNKNOWN E EXISTING 15/1 20/1 EXISTING E UNKNOWN 0.50 5 0.66 11 0.18 UNKNOWN E EXISTING 15/1 Q Q O 10/1 EXISTING E UNKNOWN 0.50 6 0 68 12 018 UNKNOWN E EXISTING 15/1 - - ( )T-MOBILE 2"CONDUIT W/:--P (3)3/0 AWG THWN-2 (I)#2AWGTHWN-2 / / PHASE TOTAL 17.9 17-4 KVA (UTILIZE EXISTING CONDUIT AS AVAILABLE) I 35.2 kVA I 147A LI ii EWE V TOTAL DEMAND LQADI 35.8 kVA I 149A j I� . L7'f�PE AP DESCRIPTION CONK LOAD DEMAND FACTOR DESIGN LOAD 0 ` KVA AMPS KVAAMPS ,...,?5, 1 L LIGHTING 0.5 2.1 1.25 0.6 2.6 NOTES: I I �i`yL�yyl� R RECEPTACLE 0.0 0.0 NEC 0.0 0.0 I' . = EEXPIRES.6/30/2022 M MOTOR 0.0 0.0 NEC 0.0 0.0 !i II I0g a ;,H HEATING 0.0 0.0 1.00 0.0 0.0 / 1 li I�/ AC HVAC 0.0 0.0 1.00 0.0 0.0 EQ EQUIPMENT 33.0 137.6 1.00 33.0 137.E / 1j 0 1 E EXISTING 1.7 7.2 1.25 2.2 9.0 i� _-- rtISA VIOLATION OF LAW FOR ANY PERSON, 'ALL EQUIPMENT LOADS CONSIDERED CONTINUOUS LOADS [ (P)T-MOBILE DELTA (P)T-MOBILE DELTA t UNLESS THEY ARE OF ACTING UNDER THE DIRECTION HPL3 CABINET LB3 CABINET t OF A LICENSED PROFESSIONAL ENGINEER, B TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 20CT7M-02 1 SHEET NUMBER: ' REVISION: 0 PROPOSED PANEL SCHEDULE ONE-LINE DIAGRAM 1 O SCALE: NOT TO SCALE O SCALE: NOT TO SCALE11.- E.__ 1 r r \ GROUNDING PLAN LEGEND: _ 46 STRANDED COPPER WITH GREEN INSULATION GROUND WIRE STRANDED R COPPER WITH GREEN ® • • ■Mobile■ INSULATION GROUND WIRE k2 BARE.SOLID.TINNED COPPER GROUND WIRE ■ EXOTHERMIC WELD 121 W.ELECTION RD.,SUITE 330 • MECHANICAL CONNECTION DRAPER,UT 84020 L, COPPER GROUND ROD ,g` GROUND ROD W/TEST WELL CROWN NOTE , , CASTLE SEE FINAL EQUIPMENT PLAN FOR PROPOSED EQUIPMENT 2055 S.STEARMAN DRIVE REQUIRING GROUNDING.CONTRACTOR TO VERIFY EXISTING CHANDLER, EQUIPMENT GROUNDING EN FIELD.CONTRACTOR TO VERIFY 85286 IN FIELD AND INSTALL ANY MISSING T-MOBILE GROUND BARS ON SITE. • , ,&A P.MARSHALL&ASSOCIATES (0)I-MOBILE (E)CARRIER EQUIPMENT PAD 6801 PORTWEST DR.STE 100, UTILITY FRAME HOUSTON,TX 77024 OFFICE 713-677-0964 I I. ma)T-MOBILE T-MOBILE SITE NUMBER: (E)T-MOBILE GROUND RING G°`P P001339B (E)7-MOBILE • I, it II-FRAME CROWN CASTLE BU #: I pop (P)(1)T-MOBILE HCS 874140 2.0 GROUND,_BOX BEADS PROGRESS i i0 BE ADDED �' _-� • I -� I SITE ADDRESS: I 10185 SW CASCADE (P)k2 AWG THWN I AVENUE PORTLAND, OR STRANDED COPPE- INSULATED R 97223 GROUND WIRE FROM �I (P)T-MOBILE DELTA (P)EQUIPMENT CABINET ---' CABINET W/(9)BATTERY TO(E)GROUND RING + I '�#� STRINGS .f EXISTING 1 (E)T-MOBILE 1 17.4' MONOPOLE ,+ PPC/TELCO CABINET + T 1-1- (I)r-Moen ISSUED FOR: (E) + EQUIPMENT PADREV DATE DRWN DESCRIPTION DES./QA CARRIER T-MOBILE DELTA HPL3 PRELIMINARY4'-0"XB'-0" + CABINETA 07/19/20 AVE HS EQUIPM ENT PLATFORM Id- I i 0 0B/12/20 AVE FINAL CD HS I I \ 1+ I • 1I I - (E)i-MOBIL (E)CARRIER If ICE BRIDGE ICE BRIDGE I (E) - + I (E)(1)I-MOBILE 1-3/5' —(P)T-MOBILE 2'CONDUIT WI: CARRIER _ NSN HIGH CAP HCS (3)3/0 AWG THWN-2 3'-03''X -0' _ + CABLE(175 LF) (1)k2 AWG THWN-2 EQUP.PAD - I (E)(6)T-MOBILE (UTILIZE EXISTING CONDUIT (E) I 7/8'COAX CABLES AS AVAILABLE) CARRIER (150 IF) 3'-0'XY-0' PAD -f- FIBER CABLE(50 LF)TO BE ADDED:CABLE ROUTE TO FOLLOW(E)CABLE ROUTE Illoo ' yr (E) � �.(�4. (E)CHAIN-LNB (E)116.-0" ir- EXPIRES:W30 072 / FENCE MONOPOLE TOWER + + j ---._ ....... IT IS A VIOLATION OF LAW FOR ANY PERSON. + UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. PM&A PROJECT NUMBER: 20CT7M-02 1 O UTILITY ROUTING&EQUIPMENT GROUNDING PLAN / SHEET NUMBER: REVISION: 1itio)SCALE: E 2 = I 1'=1'-C6 ava s�I r 1n_1.-o•01a77 J • T • •Mob® e• 121 W.ELECTION RD.,SUITE 330 DRAPER,UT 89020 CROWN al** ,, CASTLE 2055 S.STEARMAN DRIVE CHANDLER,AZ 85286 8ci P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, ALPHAHOUSTON,TX 77024 BETA GAMMA OFFICE 713-677-0964 - - - - - - - - T-MOBILE SITE NUMBER: P001339B / / / / / CROWN CASTLE BU #: / / % / / / 874140 PROGRESS / / / SITE ADDRESS: 10185 SW CASCADE AVENUE PORTLAND, OR 97223 ,0o b 40:1--- 1°0:° p.., :0`! 1 L o< . . .0 1 EXISTING 4� ,, ,, . ,�— 1 17.4' MONOPOLE EXISTING GROUND WIRE(TYP) I 1 ISSUED FOR: EXIS TING ANTENNA SUPPORT IIEADFRAME(TYP)- REV DATE DRWN DESCRIPTION DES./QA °Oo ao° EXISTING UPPER TOWER GROUND BAR A 07/19/20 AVE PRELIMINARY HS 0 08/12/20 AVE FINAL CD HS �°ji PRO WTI EXPIRES.6/30/2022 R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, • TO ALTER THIS DOCUMENT. • PM&A PROJECT NUMBER: 1 20CT7M-021 J • SHEET NUMBER: ' REVISION: \ O1 ANTENNA GROUNDING DIAGRAM O SCALE: NOT TO SCALE — 1 J `-,..--^.'^�w',,^ -- ., :v'.-,---.-am,..^..---s, - : . .c.--,,...4. w-.,xc,.�....,-'^.:.., .,-.�:...:...,sw -.c-.--... .**zs,c... .-,. ee-..--..--.-.....,«..- .,,.:,....a:- --.,---,---..,,,,. .,,--.:..+.,::.- ,-..-. m-,..,—,.-,..,.... -.......>..:,.....,..,..,»..,..,.-,...,.., .....:..-- r r 1 TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE / COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR #6 GREEN INSULATED YA6C-2TC38 3/8'-16 NC SS 2 BOLT . .11��bile • #2 SOLID TINNED YA3C-2TC38 3/8'-16 NC SS 2 BOLT i i ONOMONOO o 000000 0 0000 0 0 ....00.000...��III #2 STRANDED YA2C-2TC38 3/8'-16 NC SS 2 BOLT o • 0 • 0 • 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 o IpI #2/0 STRANDED YA26-2TC38 3/8'-16 NC SS 2 BOLT o o o. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.Q\ #4/0 STRANDED YA28-2N 1/2'-16 NC SS 2 BOLT 121 W.ELECTION RD.,SUITE 330 #2 SOUD TINNED COPPER DRAPER,UT 84020 CONDUCTOR TO TOWER/SHELTER BURNDY GROUND W G W/LONG BARREL HEAT SHRINK GROUND RING(2 LYE.FOR BOTTOM (SEE CHART) (CLEAR) TWO HOLE LONG BARREL COMPRESSION TWO HOLE LONG BARREL COMPRESSION LUG(TYP) GROUND BAR ONLY) NUS(TYPO LUG(TYP) LOCK WASTER(TYP) CROWN NOTES: NOTES: 0:2 CASTLE I. DOUBLING UP OR STACKING'OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. GROUND 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL(TOWER ONLY). CONDUCTOR 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. �. GROUND BAR 2055 S.STEARMAN DRIVE CHANDLER,AZ 85286 ,. BOLT(SEE CHART) BAR mP) BURNDY TWO HOLE LUG W/ . LONG BARREL OANTENNA GROUND BAR DETAIL �\TOWER/SHELTER GROUND BAR DETAIL \� (SEE CHART) ,4. r , SCALE: NOT TO SCALE (\'��SCALE: NOT TO SCALE BARE WIRE TO BE TREATED WITH /� NO-OX AT BOTH ENDS P.MARSHALL&ASSOCIATES CVO 6801 PORTWEST DR.STE 100, NOTE: HOUSTON,TX 77024 OSTRANDED ALL GROUNDING LUGS ARE TO BE OFFICE 713-677-0964 (SEE CHART) INSTALLED PER MANUFACTURERS 7�,{ 7�,{SPECIFICATIONS.ALL HARDWARE BOLTS. T-MOBILE SITE NUMBER: 3/8-1 lxl'DAMPER -‘-0'. NUTS,LOCK WASTERS SHALL BEGROUNSS RESISTANT BOLT FOLLOWS:BOLT, [A7 WASHER.GROUND P001339B #6 MIN.FROM ANTENNA (1YP) \ BAR GROUND LUG.FLAT WASHER AND CABLE GROUND KIT INSULATORS NUT. SEE NOTE 2. ro ro - ro ro ro ro ro ) /�. 0 (% CROWN CASTLE BU #: WALL BRACKET 0 p 874140 � (TY.r 0 p MECHANICAL LUG CONNECTION PROGRESS '',,,, GROUND BAR ON SHELTER ICE —' — — —' — — — 0 p 0 0 3 SCALE: NOT TO SCALE SITE ADDRESS: BRIDGE.OR ON ANTENNA TOWER ' • 0 O 0 10185 SW CASCADE OOOO ©OOO O 0 STAINLESS STEEL BOLT (Th (\ 0 UNIVERSAL COPPER 00 O 00 00.000 0000 00� 00 / 0 GROUND BAR(4-x20') arm AVENUE PORTLAND, OR �w� LOCK WASHER (�% STAINLESS STEEL 97223 P/N M10 FLAT WASHER \—/ \__./ (TYE) 2-HOLE CRIMP/ (IYP) C O-HOLE COMPRESSION EXISTING TWO HOLE LUG.OR EXOTHERMIC 1— GROUNDING SHALL BE ELIMINATED-- COMPRESSION LUG CONNECTOR WELD TO BE USED WITH#2 BARE WHEN GROUND BARE +1-•.--- GROUND 1 17.4' MONOPOLE CONDUCTOR WIRE TO BUILDING ELECTRICALLY BONDED TO METAL BAR SERVICE GROUND OR GROUND — TOWER --- NOTES: RING �'1 I.DOWN LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. _I ,�.��--...33�..,�� — STAINLESS STEEL ISSUED FOR: TOWER.PER THE GROUNDING DOWN IN CONDUCTOR POLICY H ON,CAD-WELDING NO MODIFICATION OR FLAT WASHER DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, ON THE TOWER AND/OR STAINLESS STEEL RYE) REV DATE DRWN DESCRIPTION DES./QA IN THE AIR ARE NOT PERMITTED. BELLVKLE WASHER STAINLESS STEEL NUT A 07/19/20 AVE PRELIMINARY 13S cm 2.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL ) ) 0 08/12/20 AVE FINAL CD H,S USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. SINGLE CONNECTOR AT GROUND BARS STAINLESS STEEL BOLT GROUNDWIRE INSTALLATION GROUND BAR DETAIL 4 SCALE: NOT TO SCALE CD NOT TO SCALE FLA Ess ° FLAT WASHER DRAGON TOOTH WASHER (TYP) 0-••----- STEEL X 5 2-HOLE CRIMP/ _ N COMPRESSION STAINLESS STEEL S (TYPICALLY) WEATHERPROOFING KIT CONNECTOR FLAT WASHER 12'TO 24' (SEE NOTE 3) n1) 120'MAX. STAINLESSt STEEL NUT PRD ANTENNA CABLE COAX JUMPER NOTE:MINIMUM OF S/S NLR STAINLESS STEEL 3 THREADS TO BE P) BELLVI.LE WASHER (TYPO VISIBLE Nam➢ PE) (TYP) 1�y7 438PE TO ANTENNA ma') I S/S SPLIT SINGLE CONNECTOR AT STEEL OBJECTS WASHER�p CABLE 2 HOLE LONG (TYP) ��' 1�� CONNECTOR BARREL TINNED LY{O SOLD COPPER STAINLESS STEEL WEATHERPROOFING KIT LUG S/S FLAT SELF-DRILLING STAINLESS STEEL EXPIRES:6/30/2022 P6 STRANDED COPPER (SEE NOTE 3) (TYP) WASHER METAL SCREW FLAT WASHER GROUND WIRE (TYPO (TYPO ) (GROUND TO GROUND BAR) CABLE GROUND KIT SEE NOTES 1&2 2-HOLE CRIMP/ TIN COATED SOLID COMPRESSION COPPER BUS BAR CONNECTOR IT IS A VIOLATION OF LAW FOR ANY PERSON, NOTES: S/S FLAT UNLESS THEY ARE ACTING UNDER THE DIRECTION WASHER METALLIC OBJECT OF A LICENSED PROFESSIONAL ENGINEER, 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CHERRY INSULATOR ) DRAGONTOOTH TO ALTER THIS DOCUMENT. GROUND BAR. INSTALLED IF REQUIRED S/S BOLT (Typ) 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS MANUFACTURER. ) PM&A PROJECT NUMBER: 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. 2OCT7T�_O rT SHEETG NUMBER:BE1 `GREVISION: OCABLE GROUND SCALE: NOT TO SCALCONNECTION O LUGE SCALE: NOT TO SCALE O ETAIL SCALE: NORDWARET TO SCALE ETAIL FOR EXTERIOR CONNECTIONS _ J0 G 4. r _ WIRE SIZE BURNDY LUG BOLT SIZE ....-05...s-- ,,,„ #6 AWG GREEN INSULATED YA6C-21C38 3/8'-16 NC S 2 BOLT Ti ■ 1I )I)i_1e• TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TANNED YA3C-2TC38 3/8'-16 NC S 2 BOLT #2 AWG STRANDED YA2C-2IC38 3/8'-16 NC S 2 BOLT 121 W.ELECTION RD.,SUITE 330 ` #2/O AWG STRANDED YA26-2TC38 3/8"-16 NC S2 BOLT DRAPER,UT 89020 II 11 114 • `,; #4/0 AWG STRANDED YA28-2N 1/2'-16 NC S 2 BOLT TYPE VV TYPE VN TYPE NC TYPE SS TYPE GR BURNDY GROUND LUG W/ CROWN LONG BARREL HEAT SHRINK CHART) ;Y (CLEAR) %,,,, CASTLE C� 1 uo 4''p3 a 'NUT .Y t GROUNDING 2055 S.STEARMAN DRIVE (1�'P)a_} CONDUCTOR !y IIII ` ` =• LOCK WASHER " -f# v 'aal CHANDLER,AZ 85286 TYPE VS TYPE VB TYPE PT TYPE Or ti A R . ,& NOTE: GROUND BAR BOLT - -• 1. LOCO EXOTHERMIC-MOLD TYPES-SHOWN HERE ARE EXAMPLES.CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED (SEE CHART) a� '?iL L� P.MARSHALL&ASSOCIATES FOR THIS PROJECT. 4 SJ 6801 PORN/EST DR.STE 100, 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. - ..u�......� 14 BURNDY TWO HOLE LUG W/ HOUSTON,TX 77024 �+e-• �,....,,., 01 Lk OFFICE 713-677-0964 (SEE CHART) O CADWELD GROUNDING CONNECTIONS IRE BARE WE.11."-,•-.a....e..,.,,,, Ata�' ilia go T BR ENDS a..» T MOBILE SITE NUMBER: SCALE: NOT TO SCALE rta P001339B STRANDED(GREEN INSULATED)ONLY FOR#6 AWG TO ANTENNAS (SEE CHART) WEATHERPROOFING KB CROWN CASTLE BU #: (SEE NOTE 3) (TYPICALLY) 874140 ANTENNA CABLE 12"TO 24' WEATHERPROOFING PROGRESS r 120'MAX. 1 RX2 TXI/RXI KIT (n E) NOTES: GROUND KIT are) I ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.ALL SITE ADDRESS: I.COAX JUMPER(TYP.) HARDWARE BOLTS,NUTS,LOCK WASHERS SHALL BE STAINLESS STEEL.AU HARDWARE ARE TO BE AS 10185 SW CASCADE FOLLOWS:BOLT.FIAT WASHER.GROUND BAR,GROUND LUG,FLAT WASHER AND NUT. CONNECTOR #6AWG AVENUE PORTLAND, OR WEATHERPROOFING KIT #6AWG STRANDED COPPER GROUND WIRE(GROUNDS) N (TYP.SEE NOTE 2) COPPER/GALVANIZED COAX MECHANICAL LUG CONNECTION 97223 TO GROUND BAR).SEE NOTE 1&2 N'CI GROUND BONDED DIRECTLY TOWEROWER 2 SCALE: NOT TO SCALE EXISTING CABLE GROUND TUT 117..4' MONOPOLE CABLE CONNECTOR ANTENNA CABLE #6 AWG MIN.FROM ANTENNAGROUND LE TORTS EQUIPMENT(TYP.)NOTES: KIT ISSUED FOR: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN ro ro ro b w -n ro REV DATE DRWN DESCRIPTION DES./QA TO GROUND BAR NOTES: A 07/19/20 AVE PRELIMINARY ES 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY 0 08/12/20 AVE FINAL CD HS CABLE MANUFACTURER 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER.ICE — — 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. BRIDGE,OR ON ANTENNA TOWER \\\ - 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. /-"1 O CABLE GROUND KIT CONNECTION �OOO O OOOO 0� SCALE: NOT TO SCALE 0 00000 0000 Q (�/�'}��',�� o GROUND CABLE CONNECTION �� 3/B-1 lxt'TAMPER J ® L� 'TWO HOLE LUG.OR EXOTHERMIC - - GROUNDING SHALL BE dPAINATED RESISTANT BOLT O SCALE: NOT TO SCALE WELD TO BE USED WrtH#2 AWG BARE — — WHEN GROUND BAR N ELECTRICALLY CONDUCTOR WIRE TO BUILDING BONDED TO METAL TOWER SERVICE GROUND OR GROUND RING ^ '�'INSULATORS SEE NOTE Z. (IYP) O lJ WALL BRACKET NOTE MINIMUM OF S/S NUi q`�. 0yP) O O 0 3 THREADS TOE nP> GROUNDWIRE INSTALLATION `g O O VISIBLE ®SCALE: NOT TO SCALE O O 0 S/S SPLIT 0 0 O WA2 HOLE LONG PP) SHER �' ` ie� O O SBARREL D COPPERTINNED `'-1 ' ,',� O S/S FLAT #2 TINNED SOLID IN 3/4"LIQUID TIGHT CONDUIT PIPE 0 UNIVERSAL COPPER LUG FROM 24"BELOW GRADE TO WITHIN 3'TO 6'OF rXPIREs:s/3arzazz are) WASHER CAD-WELD TERMINATION POINT.EXPOSED END O GROUND BAR(4"x20) OF THE LIQUID TIGHT CONDUIT MUST BE SEALED LOCK WASHER �/ WITH SdK:ONE CAULK. .--. _. P/N M10 + ) TWO-HOLE SOLID II COPPER ---- BUS BAR B IS A VIOLATION OF LAW FOR ANY PERSON. COMPRESSION LUG S/S FLAT CADW�EL+pD E NOTES: WASHER (1YP) _III UNLESSTHEY ARE A LICENSED PROFE PROFESSIONAL ENGINEER. CTING UNDER THE ON ) CHERRY INSULATOR TO ALTER THIS DOCUMENT. I.DOWN LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. INSIAUED IF REQUIRED i S/S BOLT I TOWER.PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091.NO MODIFICATION OR ATP) I —JI PM&A PROJECT NUMBER: DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION,CAD-WELDING ON THE TOWER AND/OR TIE INTO EXISTING GROUND RING — IN THE AIR ARE NOT PERMITTED. 20CT7M-02 1 2.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. I! 11 1 SHEET NUMBER: REVISION: O GROUND BAR DETAIL LUG DETAIL TRANSITIONING GROUND DETAIL _ 0 SCALE: NOT TO SCALE Cr) NOT TO SCALE O SCALE: NOT TO SCALE J