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Plans I F 1 0 C—. OFFICE COPY �. • 0 br_ -c zoi RECEIVEC :•1 : : 4• ❑ ❑ ❑ ❑ (--a I v 042;10 -Ni c �"I C {- S E P 0 3 2020 121 W.ELECTION RD.,SUITE 330 • • -- DRAPER.UT 84020 CITY OF TIGARD : : • • • •- • :wi •-• T-MOBILE SITE NUMBER: P004037C BUSINESS UNIT #: 825028 BUILDING DIVISION • •••▪ •, ;CF •.LI LIN T-MOBILE SITE NAME: KING CITY SITE ADDRESS: 136805W PACIFIC HIGHWAY TIGARD, OR 97223 CASTLE TOWER HEIGHT, TYPE: 99' MONOPOLE COUNTY: WASHINGTON • .2ti .5'rrmARgt.Do. • •..• i z r• CHAPID•R. e52�6 ; JURISDICTION: CITY OF TIGARD, OR ` T-MOBILE ANCHOR P004037C_KING CITY ANCHOR PCD MD7 7-21-20 Ge P.MARSHALL&ASSOCIATES 0 •wn_......-,.. ♦ 6801 PORTWEST DR.STE 100, SITE INFORMATION DRAWING INDEX LOCATION MAZIAL ,rfs,'P c t'io ; REOUFp D -1 HOUSTON,TX 77024 SHEET# SHEET DESCRIPTION ` ay of Or �g,iF,l. y 1 j .. I `t OFFICE 713-677-0964 _a-rrsn e� "T• rut tur ,#'P"yCode CROWN CASTLE USA INC. T1 TITLE SHEETo ' '""""'•- � T-MOBILE SITE NUMBER: SITE NAME: KING CITY a Former`T t. Sr SITE ADDRESS: 13680 SW PACIFIC HIGHWAY TIGARD, OR 97223 T-2 GENERAL NOTES ' s 0Concrete and 7i�- cling Stet P004037C T-3 GENERAL NOTES sw.- COUNTY: WASHINGTON C-I OVERALL SITE PLAN/PARCEL MAP&SITE PLAN ''NOef••°�� 0 Bolts In^otat'F .iruiy OJ`4 reto Tigard. MAP/PARCEL#: R0466604 CROWN CASTLE BU #: `C-2 EXISTING&FINAL EQUIPMENT PLANS s�"`aI T s' • AREA OF CONSTRUCTION: EXISTING a y � 825028 C-3 EXISTING&FLAN TOWER ELEVATIONS ps tl o n,n LATITUDE: 45'25'14.20' SW%menSl A SW "��"^ KING CITY LONGITUDE: -122°47 3.50' C-4 EXISINTG,FINAL ANTENNA PLAN R ANTENNA SCH. ,�i9 kph "o a p :::::::,LAT/LONG TYPE: NAD83 —_ • hc• pere5:'1 p ;::::: ::::::::::78 .1.:an ::::" tJans C-5 EQUIPMENT SPECIFICATIONS SW HotlDw( GROUND ELEVATION: 262 AMSL 3 ,{„rai SITE ADDRESS: CURRENT ZONING: CG C-6 EQUIPMENT SPECIFICATIONS a " - ,v,Fairhaven�. # F) a54'tfi X 0, b� cmara�T 13680 SW PACIFIC C-7 EQUIPMENT SPECIFICATIONS T? ry _ S tzz.78 High-Alt-few, s ,jLi JURISDICTION: CITY OF TIGARD,OR ng HIGHWAY TIGARD, OR OCCUPANCY CLASSIFICATON: U C-8 DELTA HPL3/LB3 CABINET&ANCHOR DETAILS 3 + .I $W FeAtavb° i _ TYPE OF CONSTRUCTION: LIB C-9 RFDS PLUMBING DIAGRAM - 011 -... '' --... .... 825028 �..'S rt.i tJ,FC$ k�i7.zi,: 7js 1AI 97223 A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN E-1 ONE-LINE DIAGRAM - 5W H11ti�R HABITATION T . AewIto xr , Concrete c EXISTING PROPERTY OWNER. TIGARD-ORENOMAH LODGE NO 207 AF&AM OR E-2 UTILITY ROUTING&EQUIPMENT GROUNDING PLAN o S ",n t-4��A.rHt$ 99' MONOPOLE TOWER OWNER: CROWN CASTLE USA.INC. G-1 GROUNDING DIAGRAM uG y v:McDonald't ¢I 1-.�T,�E s G-2 GROUNDING DETAILS t Au*, V'A' S/ elt 1 s _ ISSUED FOR: 1505 WESTLAKE AVE NORTH,SUITE 800 G-3 GROUNDING DETAILS tl Asres J A�s °} F1C'30 - {';+n'>j,Kr �tfa8l5 ""0 SEATTLE,WA 98109 f n REV DATF Dws DESCRIPTION D6/QA CARRIER/APPLICANT: T-MOBILE ♦ I SIN MuFaliand m 9R11 t�l.@ s G�«'L'=PA& ate,` i.S.w GresL�warn 1 I A uz/zlrzo ws PRELIMINARYREDS lu n , •�` __ y u Fla B 08/21/20 SM REVISED RFDS HS 830 NE HOLLADAY ST. o - ((T�� - 0 oe/zerm DM FINAL CD Hs PORTLAND.OR 97232 APPROVALS ,w,w'tl �Qa 0 .T.:- a "m Bsaz Sf `� ,a•LA Sad - SF ytiA- SW fen�Awry t0 .F ELECTRIC PROVIDER: PORTLAND GENERAL ELECTRIC SIGNATURE DATE o N St 0 '- APPROVAL �" ',T�. +;j ,F n ry TELCO PROVIDER: VERSON _-- -- sw OaIW in 4 r - - ._74R:8Lltx tk"1l ,,,t NOT TO ALES PROJECTMGR C,} S,,,I`. r`• r� ` 4 T-MOBILE RF ENG. .. - ffL.3tt T7 • SITE ACQUISITION PROJECT DESCRIPTION APPLICABLE CODES/REfgREIcterl,C,CtiMENTS CONSTRUCTION MGR. THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT e CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING SITE OWNER WIRELESS FACILITY. IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: PROJECT TEAM T-MOBILE DEVELOP.MGR. CODE TYPE CODE ' A&E FIRM: P.MARSHALL&ASSOCIATES,LLC TOWER SCOPE OF WORK: - BUILDING 2019 OREGON STRUCTURAL SPECIALTY CODE(2018 IBC/2018 IFC) .�� 6801 PORTWEST DR.STE 100 T-MOBILE CONST.MGR. -RELOCATE ANTENNAS:(3)NBXX-6516D5-A2M FROM POS.I TO P05.2 MECHANICAL 2019 OREGON MECHANICAL SPECIALTY CODE(2018 IBC/2018 TX 77024 INSTAL_ANTENNAS,(3)MASSIVE MIMOS 10 P05.1 I -REMOVE 0 RRUF,(p EXEC,(3)AHEBs, ELECTRICAL 2017 OREGON ELECTRICAL SPECIALTY CODE!2017 NFPA 70/2017 NEC) 713-677-0964 T-MOBILE OPS MGR. -INSTAL-'37 AHFIG'S INSTAL- 7150'HCS 2.0 TRUNK CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH.SUITE 800 I INC.DISTRICT SEATTLE,WA 98109 T-MOBILE REGULATORY REV. GROUND SCOPE OFwORK; - ASACOT CONTACTS: -REMOVE(3)EXISTING EQUIPMENT CABINETS NSTALLATIOONN ISS UNMANNED/NOT FOR HUMAN HABITATION.HANDICAP ACCESS R NOT REQUIRED PER A.D.A. OMB T5l30/2022 TALLISSA FUGATE-PERMITTING T-MOBILE PROJECT MGR. _ -INSTALL(1J DELTA LB3CABA CABINET TALISSA.FUGATE@CRO W NCASTLE.COM -INSTALL(1J DELTA LBS CABINET w/14)BATTERY STRINGS -INSTALL(I)2.0 HCS YBOX 602-845-1719 T-MOBILE PERMITTING -RELOCATE(I)ESMB.(I)ESMF,p)ASIK.111 ASIA,(I)ABIL(2)ABILS TO HPL3 -REMOVE STALLNW) (2)AMOWS REFERENCE DOCUMENTS: VALIDITY OF PERMIT KIM NICKOLS-A&E SPECIALIST -INSTALL(1)P(2J AMIA'T TA E S(3)BOOSTER P.(3)A/ICT(1)ARIA STRUCTURAL ANALYSIS: BY OTHERS -INSTALL(1 J PSU 0313 VOLTAGE BOOSTER POW ERP.US W/2 AMPLIFIER Ii 5 A VIOLATION OF LAW FOR ANY PERSON, KIM.NICKOLSLa?CROWNCASTLE.COMDATED. THE ISSUANCE OF A PERMIT 972 374-a269 THE PARTIES ABOVE HEREBY APPROVE AND ACCEPT THESE RAYCAP IN HPL3 UNLESS THEY ARE ACTING UNDER THE DIRECTION ! -INSTALL J CSR IXRE ROUTER IN HPL3 DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED py�5�, OF A LICENSED PROMSIONAL ENGINEER. WITH THE CONSTRUCTION DESCRIBED HEREIN.ALL MOUNT ANALYSIS: TOWER ENGINEERING PROFESSI bAbED ON CONSTRUCTION TO ALTER THIS DOCUMENT. ENGINEER OF CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE DATED: 07/09/20 • RECORD: P.MARSHALL&ASSOCIATES.LLC LOCAL BUILDING DEPARTMENT AND ANY CHANGES AND REDS SITE ID: P004037C DOCUMENTS AND OTHER pµ&A PROJECT NUMBER: 6801 PORTWEST DR.STE 100 MODIFICATIONS THEY MAY IMPOSE. VERSION#: 6 DATA SHALL NOT PREVENT 20CT7-026 HOUSTON,TX 77024 CHAD WILHOIT CALL OREGON ONE CALL DATED: 06/16//20 THE CODE OFFICIAL FROM - 713-677-0964 APPLICATION ORDER ID: 525414 ' SHEET NUMBER: REVISION: C� (800)332-2344 �'' REQUIRING THE CORRECTION ' n CALL 3 WORKING DAYS REVISION#: 0 OF ERRORS.OSSC 105.4 T- 1 0 DATE: 06/29/20 I I BEFORE YOU DIG! CROWN CASTLE USA INC.SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: • • • • • I. FOR THE PURPOSE OF CONSTRUCTION DRAWING.THE FOLLOWING DEFINITIONS SHALL APPLY: • •• • 1. NONCE TO PROCEED-NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA NC.WRIREN NOTICE TO PROCEED INTP)AND THE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION I. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIRCATK)NS,NEC AND ALL APPLICABLE � s �• � I�j• ❑ *,�-•//�■�■i ISSLA ICE OF A PURCHASE ORDER.°RR TO ACCESSING/ENTERING THE SITE YOJ MUST CONTACT THE CROWN CASTLE USA INC.HOC AT CARRIER: T-MOIRLE FEDERAL STATE AND LOCAL CODES/ORDINANCES • • • �a K) 8W-]B8]CI18 THE CROWN CASTLE USA INC.CONSTRUCTION MANAGER. TOWER OWNER: CROWN CASTLE USA.INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC.CONTRACTOR SHALL INSTALLCONDURS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AN:: • • • • • •• 2. "OOK UP"-CROWN CAST.E'USA INC. AFETY CLIMB REQUIREMENT: 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER TRIP HAZARDS ARE SLIM HATED. • THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONE NI OF THE CL MBING-ACILIIY SHALL BE CONSIDERED DURING ALL STAGES OF SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR.00ALITIES.R I ASSUMED THAT THE WORK DEPICTED WILL BE 3. WIRING,RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. DESIGN.INSTALLATION,AND INSPECTION.TOWER MODIF:C ANON,MOUNT REINFORCEMENTS,AND/OR EQUIPMENT INSTALLATIONS SHALL DERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPE WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABE E S EPARATION AS REQUIRED BY THE NEC. NOT COMPROMISETHE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY C IMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STAN DARD GOOD PRACTICE.AS NOT EVERY CONDITION OR ELEMENTS 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL.AND SHALL CONFORM TO REQUIREMENT OF 121 W.ELECTION RD.,SUITE 330 STRUCTURE THIS SHALL NCWDE,BUT NOT BF[NOTED TO:PINCHING OF THE WIRE ROPE,BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, OR CAN BE)EXPLICRLY SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE THE NATIONAL El FCTRICAI CODE. • •• •DRADFFR•UT 840R6• • DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR,IMPACT TO THE ANCHORAGE POINTS IN FOR MISCELLANEOUS WORK NOT IXPUCTLY SHOW N. 4.2. ALL OVERCUR RENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUTE • 111. _ Vn - - ANY WAY,OR TO IMPEDE/BLOCK ITS INTENDED USE.ANY COMPROMISEDSAIEI Y CLIMB,INCLUDING EXISTING CONDOION.3 MUST BE 3. THESE DRAWINGS REPRESENT THE PIN SHED STRUCTURE THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION.THE CURRENT TO WHICH 1HtT ARE SUBJECTED,2J,U0U AIC,MINIMUW,.VERIFY AVAILABLE SHORT CIRC UIT CURRENT DOES NOT EXCEEDTHF• I TAGGED OUT AND REPORTED 10 YOUR CROWN CASTLE USA INC.POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS,TECHNIQUES SEQUENCES,AND PROCEDURES, RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WRH ARTICLE:10.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE • 1 •• • •• ••• • • AND CONTRACTOR NOTICE TCKFT. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION.SUCH GOVERNING JURISDICTION. • 1cfroputi,• ••• 3. PRIOR TO THE START OF CONSTRUCTION.ALLREQUIREDIDRISDICTKJNAL PERMITS SHALL BE OBTAINED.THIS INCLUDES.BUT IS NOT LIMREDTO. MEASURES SHALL INCLUDE,BUT NOT BE LIMBED TO,BRACING,FORMWORK SHORING,ETC.STE VISITS BY THE ENGINEER OR HIS 5. EACH END OF EVERY POWER PHASE CONDUCTOR,GROUNDING CONDUCTOR,AND TELCO CONDUCTOR OR CABLE SHALL RELABELED • • BUILDING.ELECTRICAL,MECHAN CAL,FIRE,FLOOD ZONE ENVIRONMENTAL,AND ZONING.ARERONSRE ACTIVITIES AND CONSTRUCTION REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND S FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. WRH COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND.1/2"PLASTIC ELECTRICAL TAPE WITH'UV PROTECTION.OR EQUAL). CR®V1TN ARECOMPIETED,ALL REQUIRED PERMITSSHALLBESATISfIED AND CLOSEDO'JT ACCORDING iO LOCAL JURSDICTIONALREQUWEMENTS. 4. NOTES AND DETAIS'NI THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.WHERE NO THE IDENTIFCATION METHO-D SHALL CONFORM WRH NEC AND OSHA. 4. ALLCONSTRUCTONMEANSANOMEHODSINCLUDINGSBUTNOiLMITED10EkEC110vPLAN5,RIGGINGPLANSCLIMBINGPLANS,AND DETAILS ARE SHOWN.CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.AND/OR AS PROVIDED FOR IN THE 6. ALL ELECTRK:AL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE,PHASE CASTLE CONTRACT DOCUMENTS.WHERE DISCREPANCIES OCCUR BETWEEN PLANS DETAILS,GENERAL NOTES,AND SPECIFICATIONS,THE GREATER, CONFIGURATION,WIRE CON=GURATION,POWER OR AMPACRY RATING AND BRANCH CIRCUIT ID NUMBERS(Le.PANEL BOARD AND RESCUE PLANS SHALL BE THE RBPONSIBILITT OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED • • • •• •• MORE STRICT REQUIREMENTS,SHALL GOVERN.IF PURIFIER CLARIFICATION IS REQUIRED CONTACT •THE FNGINPFR OF RECORD. CIRCUIT IDS). HEREIN,AND SHALL MEET ANSI/ASSE A10.48(LATEST EDTON):FEDERAL,STATE,AND LOCAL REGULATIONS;AND ANY APPL CABLE INDUSTRY • • • • • • CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEMG PERFORMED_ALLRIGGING PLANS SHAILADHEREiOANSI/ASSE 5 SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DI,MENSIO NS AND MEASUREMENTS ON THE DRAWINGS TO ASS ST IN •THE 7, PANEL BOARDS D=NUMBERS;SHALL BE CLEARLY LABELED WRH PLASTIC LABELS. • •2055•ST RA1AIBI D�IVII FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT TIS THE SOLERESPONSIBIL IY OF THE CONTRACTOR TO FELD VERIFY 8. ALL PE WRAPS SHALL B'_CLT ILLS I WIT:I APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. ff``� Al 0.48(LATEST EDITION)AND CROWN CASTLE USA INC.STANDARD CEO-STD-10253,INCLUDING RE REQUIRED INVOLVEMENT OF A THE DIMENSIONS,MEASUREMENTS,AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR(N 14 OR LARGER)WITH • ••C�HATIDlER,WE 852E6 • QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION,TO CERTIFY THE SUPPORBNGSIRUCTURE(5)IN ACCORDANCE WITH AN51/TIA-322 OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS.IF IT S DETERMINED THAT THERE ARE DISCREPANCIES AND/ORCONFLCTS WITH THE TYPETHHW,H'WNTH WN 2,%HHW,%HiW2,THW.THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. A •• •• • • • • • • • (LATEST EDRION), CONSTRLCTION DRAWINGS THE ENGINEER OF RECORD IS10 BE NOTIFIED AS SOON AS POSSIBLE. 10. SUPPLEMENTAL ECM MENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR(%6 OR LARGER)WITH TYPE • • 5. ALL SIIE WORK TO COMPLY WRH QAS-STD-ID068"INSTALLATION STANDARDS FOR CONSTRUCTION ACT.VITIES ON CROWN CASTLE LSA INC. 6. PRIOR TO THE SUBMISSION OF BIDS.THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE COSTING CONDITIONS THHW,THWN,IHWN-2,XHHW,XHHW-2,IHW.IHW-2,RNHW.OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. TOWER SITE AND LATEST VERSION OF ANSIRIA1019-A-2012'STANDARD FOR INSTALLATION.ALTERATION,AND MAMTEJANCE OF ANTENNA AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND 11. POWER AND CONTROL W RING IN FLEXIBLE CORDSHALL BE MULTI-CONDUCTOR,TYPE SOON/CORD(814 OR LARGER)UNLESS II SUPPORTING STRUCTURES AND ANTENNAS" SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. OTHERWISE SPECIFIED. &A 6. IF THE SPECIFIED EQUIPMENTVALISE NOT BEINSTALLED AINC.PNON THESE DRAWINGS.THE CONTRACTOR SHALL PROPOSEINSTALLATION.ALTERNATIVE 7. FURNISHED AN INSTALLED BEINSIRICI ACCORDANCE ALL APPLICABLE CODES REGULATIONS AND POWERAN CONTROL WRING HW-2. INGBLEIRAY SHALL BE MULTI-CONDUCTOR.UNLESS TYPEiC CABLE g140R ARGER WITH ttPE ALL MATERIALSO D E 2. DC ER I L INLL LL MATEON F FRNISHED ALBY TALL SHAL RH IN STRICT ACCORDANR TO CEEWTH LL APLI ABLESUC CHDNGEOFTINSN ANDILAFUL ORDERRS FANYTOR PPUBLIS UTHORTE ALL PPREGARDIGOPRIATE THCESANOCANCE OF THE LOA.ALWOWS. RK CARRED OUTES, SHALLCOMS ALL WERNNOROUNDINGCNNECTWJHWQR CRIMP-STYLE,BALL E PHW-2,COMPRESSIONIRE OTHERWISE WMEIE NU 7. ORDINANCE.CONTRACTOR NTR CTORS INSTALLED ALL AP ROPRIATE NOTICES WITH ALL LAWSCRDINANCELATOS,AND AND ALLALAPPLCABLE OF ICI AL ANDN:AUTROR OMPANYDINGMEFEONS ANDLOCAL JEWOCTION WORK CARRIED ALDOMPLY 13. (OR POWER AND UGSEN WIRE NUTS ONN SHALL BE RATED TE FOR ERAIONCOMPRESSIN ON I AVM' BEET. BY iHOMAS AND BETTS P.MARSHALL&ASSOCIATES ORDINA NCES.FULORDERS OF ANY HALLIS AUTHORITY APPROPRIATE IHEPEROMANCE OF WITH WORK.ALL WOES(CARRIED OUTSHALL COMPLY WITMAALE RGULTLE ONNICIPAL UTILITYCOMPANYSPECIFICATIONS LOCALJURISDICTIONAL CODES,ORDINANCES AND RACEWAY EQUAL)AND CABLDRAYSALLLISTED EE OLABELED BEE FOR RATIONNCTL USE ACCORDANCE WITH NEMA.BLEI. MATH LANAPPORABLERS UNICYPU AND UTILITY CO REGARDING IH ATIONS PERFORMANCE OFTHE WORK. WOW RDINANESA LLDOMPLY UNAPLESS NOT DOTHERWSE 14. LAL EA METALLIC USING(EMI), INTERMEDIATE METAL CONDUTRICAW3R RIG DMETAL ELCOND T R/C) EL,LA BE USED AND NEC. 6SO HOU1 STON,'T 77024R.STE NOD. WITH ALL LE REGUEASIONSMUNKIPAL UTIUTT COMPANY S°ECIHCAIIONS AND LOCAL JURSDICISONAL CODES,ORDINANCES AND 8. COMPEEALLOTHALLATIONS SI INDICATED INCLUDE FURNISHING MATERIALS.EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO 15. ELECTRICAL INOOR O ATON(EMT), METAL CONDUT;IMCj,OR RIGDMEALCONDL'T RMCI SHALL BE USED FOR HOUSTON,-6 09 APE CONTRACTOR LI THEONTACLORULIALIONSAL ALIC NTHNDRATERIA, EXPOSED METALOGBIOG(NS. A OFFICE 713-677-0964 A B. THEECONTL STATED TIER OTHERWISE. EQUIPMENTANUMATER.AIS IN ACCORDANCE WITHMAVJFACIURERSRECOMMENDATIONS UNLESS 9. SPECONTLACTOTD SHALL INSTALL ALL EQUIPMENT ANDMATERIASIN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS 17. ELECTRICALCHUL 4E PVC METALLIC TUBINGUNDONSTRALHTSA CABLEC (MC)SHALL BE RAL ELCOS/90sA FALL INDOOR ROVE AB SPECIFICALLY STATED OTHERWISE. SPECIFICALLY STATED OTHERWISE.CAN. 1]. SCHEDULE 4C PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR 10 THE START OF CONSTRUCTION. 10. IF THE SPECIFIED EQUIPMENT CAN NOT RE INSTALLED AS SHOWN ON THESE DRAWINGS,IRE CONIkACIORSHAL FROPOSE AN ALTERNATIVE PVC CONDL T. ID. ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED"..NTHE WORK,SHALL BE PROTECTED AT ALL INSTALLATION FOR APPROVAL BY IHE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING WITIT ANY SUCI101ANGF.OFINSTALLATION. 18. LIQUID-TIGHT FLEXIBLEMETALUC CONDUIT(LIQUID-TITEFEX)SHALLBEUSEDINDOORSANDOUTDOORS,WHEREVIBRATIONErCURSOR T-MOBILE SITE NUMBER. TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SFIAII BE RP.OCATED AS DIRECTED BY CONTRACTOR.EXTREME 11. CONTRACTOR IS TO PERFORM nSRE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OFAII CONDUITS FOR POWER,ANDTELCO FLEXIBILITY IS NEEDED. P004037C 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 PROV IDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BJI NOT RE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE 12. THE CONTRACTOR SHALL PROTECT EXITING IM'ROVEMEFTS,PAVEMENTS,CURBS.LAN DSCAF:NG AND STRUCTURES.ANY DAMAGED PART FIRINGS ARE NOT ACCEPIA9.F. CI ELECIRICALSAFEIN D)TRENG:HEWING ANDEXCAVATIONE)CLINCLUDEh I-S SAFARI PROCEDURES. SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SA 15FACTION OF CROWN CASTLE USA INC. 20. CABINETS,BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WRH NEMA.UL ANSI/IEEE AND THE NEC. 13. CONTRACTOR SHALL LEGALLY AND TOPER IT DISPOSE 01 ALLSCRA'MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED 21, WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND NC-UDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARDS I1. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAW'.LAGS AND PROJECTSPECIRCATIONS,LATEST APPROVED FROM THE EXITING FACILITY.ANTENNAS REMOVED SHALL 3E RETURNED TO THE OWNERS DESIGNATED LOCATION. (W IREAOLD SPECMATE WIREWAYI- REVISION. 14. CONTRACTOR SHALL LEAVE PREMISS IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. 22. SLOTTED WIRING DUCT SHALL RE PVC AND INCLUDE COVER(P ANDUIT TYPE E OR EQUAL). CROWN CASTLE BU • 12. CONTRACTOR SHALL KEEP THE S RE FREE FROM ACCUMULATING WASTE MATERIAL.DEBRIS,AND TRASH AT THE COMPLETOHOF THE WORK. 23. CONDIl TS SHA,1 BE FASTENED SECUREL II IN N ACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS.EXPLOSIVE DEVICES Be. 825028 IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS.STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. POWDER-ACTUATED)FOR ATTACHING HANGERS TO STRUCTURE WiL NOT BE PERMIRED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE, vLLJ LL UU 13. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UULT/ES.WHICH INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP COSHDUIO IN fiGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND KING CITY 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 BODES.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.ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS.ENDS (� pp . IA. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHFICAL SPECIFICATION FOR SITE SIGNAGE REQUIRED BY OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE PLASTER OR DIRT FROM ENTERING. SITE ADDRESS LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT,ROOMS,AND SHELTERS. CONDUITS SHALL BE RIGIDLY CLAMPEDJ TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO ROW AWAY FROM THE CARRIERS 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. I]. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BT THE TOWER.EQUIPMENT OR DRIVEWAY,SHALL BE SHALL MEET OR EXCEED UL50 AND BE RATED NEMA 1(OR BETTER)FOR INTERIORLOCATIONS AND NEMA 3R(OR BETER)FOR EXTERIOR 13680SWPACIFIC GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT T { 25. MLEAL RECEPTACLE.SWOCH AND DEVICE BOXES SHALL BEGALVAN ZED,EPDXY-COATED OR NON-CORRODING:SHALL MEET OR HIGHWAY TIGARD, OR SPECIFICATIONS. EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1(OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR I8. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXITING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF REQUIRED BETTER)FOR EXTERIOR LOCATIONS. '2JRNG CONSTRUCTION,SHALL BE IN CONFORMANCE WITHSEDIMENT THE LOCAL GUIDELINES FOR EROSION AND SEDENT CONTROL. CONCRETE,FOUNDATIONS,AND REINFORCING STEEL: 223 26. NONMETALLIC RECEPTACLE SWITCH AND DEVICE BOXES SHALL MEET ORIXCEED NEMA 032(NEWEST REVISION)AND BERATED NEMA I �/9 7 19. THE CONTRACTOR SHALL PROTECTEXBTING IMPROVEMENTS.PAVEMENTS.CURBS.LANDSCAPING AND STRUCTURES.ANY DAMAGED PART (OR B'ETTER)FOR INTERIOR LOCATIONSAND WEATHER PROTECTED(WP OR BETTER)FOR EXTERIORLOCATIONS. EXISTING SHALL BE REPAIRED AT CONTRACTORS EXPENSE TO THE SATISFACTION OF OWNER. 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. 29. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED 1. ALL CONCRETE WORK SHALL RE IN ACCORDANCE WITH THE AC1301,ACI 318,ACI 336,AAM API 84,ASTM AI85 AND THE DESIGN AND BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. ROM THE DOSING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONSTRUCTION SPECIFICATION FOR CAST-IKPACE CONCRETE. 2B. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WISH 99' MONOPOLE 21, CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASE. 2. UNLESS NOTED OTHERWISE,SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE IOW psf. THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR CE SHALL NOT BE PLACED IN 9. ALL CONCRETE SHALL NAVE A MINIMUM COMPRESSIVE STRENGTH(Pc)OF 30W psi AT 28 DAYS,UNLESS NOTED OTHERWISE NO MORE THAN 29. INSTALL LAICOID LABEL ON THE METER CENTER TO SHOW'T-MOBILE. • ANY FILL OR EMBANKMENT. 90 MINUTES SHALL ELAPSE FROM BATCH TIMt 10 TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD.TEMPERATURE OF 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTAL.FD AR,TO HAVE A METERED MULE TAPE PULL CORD INSTALLED • CONCRETE SHALL NOT EXCEED 901f AT TIME OF PLACEMENT. 4 CONCRETE EXPOSED 70 FREEZE-THAW CYCI FS SHALL CONTAIN AIR RESTRAINING ADMIXTURES.AMOUNT OF AIR ENTRAINMENT TO BE BASED ISSUED FOR: - ON S.ZE OF AGGREGATE AND F3 CLASS EXPOSURE(VERY SEVERE).CEMENT USED TO BE TYPE II PORTLANO CEMENT WITH A MAXIMUM REV DATE DRWN DESCRIPTION DES/QA WATER-TO-CEMENT RATIO(W/CI OF 0.45. 5, ALL STEEL REINFORCING SHALL CONFORMIO ASIM Ad 15.ALL WELDED WIRE FABRIC(WWE)SHALL CONFORM TO ATM Al 85.ALL SPLICES A 07/21/20 WS PRELIMINARY HS SHALL BE CLASS'B'TENSION SPLICES,UNLESS NOTED OTHERWISE ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS,UNLESS NOTED OTHERWISE.YIELD STRENGTH(Ey)OF STANDARD DEFORMED BARS ARE AS FOLLOWS: B 08/21/20 SM REVISED REDS HS k4 BARS AND SMALLER 401s 0 OB/26/20 DM FINAL CD HS - N5 BARS AND ARGER 60 R9 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' -"' CONCRETE EXPOSED TO EARTH OR WEATHER: P6 BARS AND LARGER 2' 115 BARS AND SMALLER 1-1/2' CONDUCTOR COLOR CODE CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLAB AND WALLS 3/41 SYSTEM CONDUCTOR COLOR BEANS AND COLUMNS 1-I/UT A PHASE BLACK � � 7. A TOOLED EDGE OR A 3/4'CFIAMFER]HALCBE PROVIDED AT ALI_EXPOSED EDGES OF'CONCRETE,UNLESS NOTED OTHERWISE IN • 1 ACCORDANCE WTH ACI 301 SECTION 4.2.4. '20/240V 10 B PHASE RED NEUTRAL WHIM GROUND GREEN A PHASE BLACK I- TT PHASE RED 120/208V.30 C PHASE BLUE NEUTRAL WHITE GREENFIELD GROUNDING NOTES: GROUND GREEN I, ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION.RADIO.LIGHTNING PROTECTION AND AC POWERGESS)SHALL BE BONDED TOGETHER AT OR BELOW GRADE,3Y TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. APHASE BROWN 2. THE CONTRACTOR SHALL PERFORM IEEEFALL-OGPOTENTAL RESISTANCE TO EARTH TESTING(PER IEEE 11W AND 81)FOR GROUND ELECTRODE SYSTEMS,THE CONTRACTOR SHALL`JR NISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 ORANGE OR OHMS OR LESS. B PHASE PURPLE THEN N F 1NIIN CITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE AND PROVIDE TESTING RESULTS. ' 3. CONTRACTOR AND TRAY SHALL SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVEMA ACROSS CO V OV 2]]/480V,30 C PHASE YELLOW 4. METAL CONDUIT TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING THE DISCONTINUITY WITH#6 COPPER WIRE EL APPROVED GROUNDING TYPE CONDUIT CLAMPS. cito„, 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR.STRANDED COPPER CONDUCTORS WRH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. NEUTRAL GREY 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,#6 STRANDED COPPER OR LARGER FOR INDOOR BIS:R2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. GROUND GREEN *liar-.woo 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(6) RED.- EXPIRES:6/300022 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE•2 SOUD TINNED COFFER UNLESS OTHERWISE INDICATED. ' DC VOLTAGE 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. NEG(-) BLACK" O. USE OF 90"BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 459 BENDS CAN BE ADEQUATELY SUPPORTED. - 'SEE NEC 2105(C)(I)AND(2) I. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ••POLARRY MARKED AT TERMINATION 2, ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR AND EXTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS. 3. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. 4. ICE BRIDGE BONDING CONDUCTORS SHALL BE IXOTHERMCALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. IT S A VIOLATION OF LAW FOR ANY PERSON, 5. APPROVED ANTOXIDANT COATINGS(Le.CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. UNLESS THEY ARE ACTING UNDER THE DIRECTION 6. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. ABBREVIATIONS: OF A LICENSED PROFESSIONAL ENGINEER, 7. MISCELLANEOUS ELECTRICAL AND NON-ELECTRCAL METAL BOXES FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING.IN ACCORDANCE WITH THE NEC. TO ALTER THIS DOCUMENT. 8. BOND ALL METALLIC OBJECTS WITHIN 6 ff OF MAIN GROUND RING WITH(1)#2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. ANT ANTENNA QTY QUANTITY • 9. GROUND CONDUCTORS USED FOR TM FACILITY GROUNDING AND 1IGHLNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLIPS OR SLEEVES THROUGH (E) EXISTING RECT RECTIFIER 0 ' WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CON DLPOFS,NON-METAL LC MATERIAL SUCH AS PVC CONDLT SHALL BE USED.WHERE USE OF METAL CONDUR IS UNAVOIDABLE(i.e..NONMETALLIC CONDUIT FIF FACILITY INTERFACE FRAME RBS RADIO BASE STATION PM&A PROJECT NUMBER: PROHIBITED BY LOCAL cops)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. GEN GENERATOR RET REMOTE ELECTRIC TILT 1 WRIT 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE•2 BARE SOLID TINNED COPPER IN 3/4"NON-METAL-C,°-EXBLE CONDUIT FROM 24'BELOW GRADE TO WITHIN 3'TO61'OFCAD-WEIR TERMINATION POINT.THE EXPOSED END OF THE CONDUIT MUST BE OPT GLOBAL POSITIONING SYSTEM REDS RADIO FREQUENCY DATA SHEET 20CT7-02v 1 SEALED W SILICONE CAULK(ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). GSM GLOBAL SYSTEM FOR MOBILE RRH REMOTE RADIO HEAD • 1 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE RFQL,RED TO RE ROUTED TO GRADE,THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP,TOWERS,AND WATER TOWERS GROUNDING RING,TO THE EXISTING GROUNDING SYSTEM,THE LIE LONG'TERM EVOLUTION RRU REMOTE RADIO JNII GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER.ROOFTOP GROUNDING RING SHALL BE BONDED 10 THE EXISTING GROUNDING SYSTEM.THE BUILDING STEEL COLUMNS,LIGHTNING PROTECTION SYSTEM,AND BUILDING MAIN WATER LINE(FERROUS OR MOB MASTER GROUND BAR SAD SMART INTEGRATED DEVICE SHEET NUMBER: • REVISION: NONFERROUS METAL PIPING ONLY). MIN MICROWAVE IAA TOWER MOUNTED AMPLIFIER NI HEN., U TYPICAL 0 NEC NATIONAL ELECTRIC CODE UNITS UNIVERSAL MOBILE TELFCOMMUNICAT10N5 SYSTEM (P) PROPOSED W.P. WORK POINT PP POWER PLAN] ` • 9 r r • II i ill3 SPECIAL INSPECTION NOTES: TABLE N5.6-1; INSPECTION TASKS PRIOR TO BOLTING: 1;• ° V M • • • • • • •• 1. CONTRACTOR SHALL PROVIDE REQUIRED SPECIAL INSPECTIONS PERFORMED BY AN INDEPENDENT INSPECTOR,APPROVED BY CARRIER INSPECTION TASKS PRIOR TO BOLTING QC QA AND THE LOCAL JURISDICTION,AS REQUIRED BY IBC SECTION 1704 AND 1705 FOR THE FOLLOWING: 121 W.ELECTION RD.,SUITE 330 MANUFACTURERS CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS • •• •DRABF�•U Q,• - T 840 - A. STRUCTURAL STEEL: 0 P •• -• 1.ALL HIGH STRENGTH BOLT INSTALLATIONS:BOLTING INSPECTION TASKS SHALL BE IN ACCORDANCE WITH TABLES N5.6-1,N5.6-2,AND • E • ••• • • N5.6-3 PER AISC 360-10. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS • E •• • •• ••• • ii.FIELD WELDING(IF UTILIZED). 0 0 •• E • - • t Ot5.. ,E,, . ' PROPER FASTENERS SELECTED FOR THE JOINT DETAIL(GRADE,TYPE,BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) 4* CASTLE B. BOLTS AND ANCHORS IN CONCRETE: O 0 I.RETROFIT ANCHORS IN CONCRETE(ASHESIVE/EPDXY,EXPANSION,WEDGE,OR SCREW TYPE ANCHORS):INSPECT SIZE,LENGTH, CLEANLINESS,AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL • • • •?? •• •• C. CONCRETE CONSTRUCTION: 0 0 • •20351 STEAR•IAQI D$IVF�• i.VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC SECTION 1705,TABLE 1705.3. • ••C+HM IqER . 8.52A 6 • 2. PROVIDE SPECIAL INSPECTIONS FOR OTHER ITEMS NOTED ON DRAWINGS TO CONFIRM COMPLIANCE WITH CONTRACT DOCUMENTS. CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE PAYING SURFACE CONDITION 8 HOLE PREPARATION,IF SPECIFIED,MEET O O _... - _ APPLICABLE REQUIREMENTS IFIF . 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 4. CONTINUOUS THIRD PARTY SPECIAL INSPECTION REQUIRED FOR ALL BELZONA 1111 MOUNTED PLATES AND HARDWARE. PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS,AND OTHER FASTENER COMPONENTS 0 0 P.MARSHALL&ASSOCIATES TABLE N5.6-2; INSPECTION TASKS DURING BOLTING: 6801 OUPOSTON,T .STE)00. 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 CONDITON,PLACED IN ALL HOLES AND WASHERS(IF REQUIRED)ARE POSITIONED AS 0 0 P004037C 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. O 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 C p PROCEDURES AS SPECIFIED IN TABLE N5.6-2 ARE NOT APPLICABLE.THE QC]AND QAI NEED NOT BE PRESENT DURING THE INSTALLATION OF Q 0 82J02U FASTENERS IN SNUCrTIGHiJOINTS. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,PROGRESSING SYSTEMATICALLY FROM THE Q 0 KING CITY 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 SITE ADDRESS: TECHNIG OF BOLT PRETENSIUES,THE ONING PROCEDURES SHALL BE AS OR METHOD,SPECIFIED INTOR THE ABLEN 6-2.THE QC'ANDST-OFF-TYPE SION CONTROL QAI NEED NOT EOLT PRES PRESENT DUURINGNTHE INSTALLLA ON OF TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING: 13680 SW PACIFIC FASTENERS WHEN THESE METHODS ARE USED BY THE INSTALLER. INSPECTION TASKS AFTER BOLTING QC QA HIGHWAY TIGARD, OR 3. FOR PRETENSIONED JOINTS AND SLIP-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 COI 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 NS.6-3.IN THESE TABLES,THE INSPECTION TABLE N5.6-3; INSPECTION TASKS AFTER BOLTING: 99' MONOPOLE TASKS ARE AS FOLLOWS: STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE:STRUCTURE HEIGHT>75'PER IBC 1704.5.1 O - 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. - aEv DATE oRwn oEscRlrno^1 QC-QUALITY CONTROL TASKS TO BE PERFORMED BY STEEL FABRICATOR OR ERECTOR A mnlrza WS PRELIMINARY rc 8 08/21 J20 5M REVISED REDS •IS GA-QUALITY ASSURANCE TASKS TO BE PERFORMED BY A SPECIAL INSPECTION AGENCY OR INDIVIDUALS DEFINED BY AWS B5.1.OR INDIVIDUALS o cansrm 064 FINAL CD += QUALIFIED UNDER THE PROVISIONS OF AWS D1.1/D1.1M SUBCLAUSE 6.1.4 • if Fig14 EXPIRES:6/30/2022 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTIOV OFA LICENSED PROFESSIONAL ENGINEER. Pa. TO ALTER THIS DOCUMENT. ( PM&A PROJECT NUMBER: 20CT7-026 • • SHEET NUMBER: REVISION: T-3 0 t i 1 1-155I It'LAN-AS BEEN PRODUCED USING • • • •• • ��rL• .NFCRMATION PROVIDED BY CROWN CASTLE.: • •LLI•• ®• ` • ., ` • ',?../: •• • • • • • • • • • • • • ♦ •♦ 12 W.ELECTION RD..SUITE 330 • •• DRABEARAUT 84022. • • • • • • ••• • • : • • •• ••• ••/� N ,a z CASTLE • 1 ••• • • •• •• r-- ---- fE1 COMPOUND FENCE . •2065 L9L��S�,,TT�RARMAN DRIV! / • •••{rH'Y7WER4 �6 sin t I .•. • _ 1 E O 0 • --�� ,� �• -\ ,. 1 4oL,i5 , VACANT H • PLATFORM 1 fEJ CROWN CASTLE P.MARSHALL&ASSOCIATES N. i : COMOUND \ 6501 PORTWEST DR.STE 100, --`� t HOUSTON.TX 77024 c OFFICE 713-677-0964 \ n n *r T-MOBILE SITE NUMBER: 1 / / `\ .. , 1` IE)RETAINING WALL P004037C , \ \ \ D E1B°O°' I CROWN CASTLE BU #: / ND PAD ` \ IEI99'0"MONOPOLE l 825028 , % ,\ \ �, TOWER KING CITY /' '� FRAME'[TYR) �, 0 6, SITE ADDRESS: , \ j e 13680 SW PACIFIC " .\ /—' \ I HIGHWAY TIGARD, OR /� I ILLS. \ _ �_ ___ -- — 97223 / A (GATE) EXISTING �V �\ ,. ,I \� 99' MONOPOLE / ``\ _v (EI 99'C `\, —'El UTILITY POLE ' -, MONOPOL , A I I , .. I '.K..—:1 \ ISSUED FOR: ' \ }E' I\ I ' REV DATE DRWN DESCRIPTION DES./OA/ `a^*.. A 07/21/20 WS PRELIMINARY HS • .P .°G B 08/2I20 SM REVISED REDS IS 4 n=^I.Pacts 3 \moo 0 08/26/20 OM FINAL CD _ HS Rom _I 1V_____—.. _.. - 1 NE t FHFFTC t DETAIL] `� �\L 'N - -- - V OR ENIAROED PLAN , , I I s, I € IN , ,,,..). I y £T I I Yt „ I �yly1 PS'4F K n ar I ^'`r< a A e R466631 A N R466610� _ I Ia 1,1 1 . •,. . .. nc,,To , Ff 55 W3O/52012 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACI LNG UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THS DOCUMENT. MLA PROJECT NUMBER: (-NOTE 1 20CT7-026 PROPERTY LINES ANT STRUCTURES HAVE BEEN , SHEET NUMBER: • REVISION: DIGITISED FROM PERVIOUS PLAN SETS OR FROM /�\ ^ 10 OVERALL SITE PLAN/PARCEL MAP ASSESSOR MAPS.PM&A.LIC.HAS NOT OSITE PLAN / -— O dl l��1 COMPLETED A SITE SURVEY AND THEREFORE lv SCALE: 1'410'R6uLL SRDler MAKES NO CLAIMS AS IOIHE ACCURACY OF SCALE 1 5I4,14'AU SILL IO 5' o to 1'4?fl'V(l lxln INFORMATION DEP CTCD ON THIS SHEEP. 1 e' 0 I' 3/Bstd'II IND 11/44 t 4/ J r 1 EXISTING RAN SECTION[MPLS): FINAL RAN SECTION(MPG): 'NOTE! • • EX STING EQUIPMENT(RELOCATED): EXISTING EQUIPMENT(RELOCATED): THIS SHEET HAS BEEN PRODUCED USING • • . • m • {{{}}y77g7q��•-,I)4MF UNIT -III FSMF UNB GC SHAATgN PROVIDED BYNGC NCASTLE �•� 1• �:• ®b e® -:1):STAB UNIT -(11 TOMB UNIT -'1)ASIA ENS -,1)ASIA UNIT AND ADJUST PROPOSED EQUIPMENT ••• • '1 ASIK UNIT -;1)ASIK UNIT • • • • • • •• ,) LOCATION AS NECESSARY. -;'2)ASIA UNTS -:2)ABIA UNITS \ / -(I)ABIL UNIT -;1)ABIL UNIT PRorose D. 121 W.ELECTION RD..SUITE 330 (t)PS.,I813 VOLTAGE BOOSTER POW reL US •• •• •DRftlPLRR►UT 842I•• W/(2)AMPLIFIER RAYCA° • I . - - - --- - - '2)AMA UNITS: • I •• • •• ••• • (3)ABIL UNIT • I of • •••(3)ABCUNIT(I!ABIAUNB • • ••{^ • •(II ASK LAII9BER CABLES ,SC LFJ TO BEA TILE ;11C521XRE ROUTER AD:)ED:CABLE ROUTE TO S'OL OW(EI CABLE ROUTE • • • • • • • • • • • • •20551 STEAR'MAN DRIVE :•:HMEIIAZ•85Z86 -—— - (E)RETAINING IEI RETAINING (P)LMOBII E 1105 2'-6` _ 9" _ 2 6' _ I'H Ur GROUND • _ JBO%OX WALL e'tt' a-I Vp WALL 1 IOIA.j ._ _. - P.MARSHALL&ASSOCIATES — ._._..__ _ I ---- --- 6801 PORTWEST DR.STE 100, HT MOBILE (E)T-MOBILE E HOUSTON,TX 77024 D _i_,_ _ COVP TO R. AIN COVP TO REMAIN III ` OFFICE 713-677-0964 • ' C "P"•`- 1 T-MOBILE SITE NUMBER: VACANTI' 'v' VACANT (E)T-MOBILE(1)� i P004037C I PLATFORM (E)I-MOBILE(I)IS/B" 'N PLATFORM -G/8"NSN HIGH '. 1 I HIGH CAP CABLE TO R AIN CAP CABLE I I CROWN CASTLE BU #: War 7 �;1•i1�`` `e��ay_�..: 825028 .104 !.4� ,y�� •y1; KING CITY ��..,, �1 -- ------ � ?� jPION.'�j�® � 1 n - =.. --- H SITE ADDRESS: rrP�� .T..1 (E) 1 II MON90POLE �� •�� - ,' + 99 MONOPOLE tG1 ---- [3 - 69 LJ'. I 13680 SW PACIFIC E)T.MO&E HIGHWAY TIGARD, OR ICE BRIDGE i LIB TMONET DELTA 8Al GANNET W/(., 97223 ' ,'� ICE BRIDGE BAIIERT STRINGS D EXISTING (EI T-NONCE SSC CABINET (El T-MOBILE FCOA CABINET IP1 I-MOBILE DELTA 77' MONOPOLE TO BE REMOVED TO BE REMOVED + PIPES CABINET (E)T-MOBILE GEN PLUG -_ r (E)TMOBILEGENPLUG _- - �/ ISSUED FOR: 0 : 1 i 0 O O_ REV DATE DRWN DESCRIPIgN DES/OA T - (E)TELCO IE)FIBER 0 1 I IE1 TELCO IE)NITER `_-O A DJ/2120 WS PRELIMINARY HS B 08/2120 BM REVGED REDS FIT r ,. I D OB/2920 DM FINAL CD HS Lc (El ICE BRIDGE 1 -.� _.1, IEI ICE BRIDGE IL `I�- (Ej 1-MOBILE �1 I " DISCONNECT J (E)COMPOUND (El COMPOUND — — FENCE \ (E11-MOBILE DISCONNECT .� �. FENCE I (E)COMPOUND I- \ (E)COMPOUND \\ GATE GALE Li'F''''--' ‘ .410*, ,/36319. E YET PES:6(313/11122 IT G A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION Of A LICENSED PROFESSIONAL ENGINEER, TO ALTERING DOCUMENI T PMLA PROJECT NUMBER: 20CT7-026 4 SHEET NUMBER: ' REVISION: EXISTING EQUIPMENT LAYOUT PLAN FINAL EQUIPMENT LAYOUT PLAN O OSCALE: Or-ra'OMsim OSCALE: Irz+1::; u,), C�2 r u<'-1-0 IIIx1n rIr4I'-Pnlx,n \� e - ! 1 NOTES: ••.•• •• QE�11� 1. THE PROJECT CM/PM 10 VERIFY ANY REQUIRED • PAINTING REQUIREMENTS FOR PROPOSED TOWER. • • •. . ■ ANTENNAS,ANCILLARY EQUIPMENT,CABLES AND HARDWARE 3RIOR TO ORDERING/INSTALLING • EQUIPMENT. • • ' r-MoaaE EQUIPMENT: 121 W.ELECTION RD.,SUITE 330 S MOBILE ANTENNA LP HEIGHT ANTENNA CL:96'-0" T-MOBILE ANTENNA TIP HEIGHT ••• •� •• DRRPE=,TIT 84•�2C1• •• HEIGHIOFSTRUCIURE MOUNT CL:96"-0' HEIGHT OF STRUCTURE • • A �� IT A EL EV.•100'-0" ELEV. 1 G0'-0' Y ELEV.97-0" ELEV. • 99'-0- • • •• • •• ••• • T-MOBIL F RAD CENTER & - 1 T-MOBILE RAD CENTER • • • •■/��•••[/•• •�■••• :,. It bFV.•96'-0' IuELEV..96-0 • • V• �•I •/III IFOTMOBILE ANTENNA iCASTLElir3101AL,I PERSECTOR) II ••N orighob• •'i' 1T E (ELT-MOBILE ANTENNA (6 TOTAL,2 PER SECTOR) • • • 2055l.SWARMRN DRIVE 0 D • • • ••r CLEc%85�86: • • ...a. IR to I.,.. EXISTING E � I I POSTINGELEVBO-0' _ . A P.MARSHALL&ASSOCIATES D D! 6801 PORTWEST DR.STE 100, HOUSTON,TX 77024 0 T I .. OFFICE 713-677-0964 I .• T-MOBILE SITE NUMBER: itI 1 P004037C II li EXISTING CARREIR A EXISTING CARREIR ia ELEV.•55'-0 Y ELEV.••55-0 CROWN CASTLE BU #: 1 >t 825028 KING CITY SITE ADDRESS: MOBILEIIII-5/8"PbN HGH CAP CABLE 13680SW PACIFIC HIG HIGHWAY TIGARD, OR (E)99-0"MONOPOLE (E)99'0'MONOPOLE 97223 EXISTING 99' MONOPOLE • (P)1MOBILE(I)15i/2"HCS 2.0 TRUNK CABLE(150 L9 ISSUED FOR: 1-1 (E)T-MOBILE(I)I-5/13'EON HIGH CAP CABLE REV DATE DRWN DESCRIPTION OB./QA - A 07/21/20 WS PRELIMINARY HS B 08/21/20 SM REVISED REDS HS 0 08/26/20 DM FINAL CD HS I I • IXISTING GRADE,0 I , EXISTING GRADE I , ELEV.OA" : ..... `ELEV.O'-0" _ § MOUNT ANALYSE NOTES: _ L 14 1. THE DESIGN DEPI.CIED IN THESE DRAWINGS IS VALID ry WHEN ACCOMPANIED BY A CORRESPONDING PASSING V. ' �' Jr MOUNT ANALYSIS. 2. CONSTRUCTION MANAGER/GENERAL CONTRACTOR N . -04n SHALL REVIEW THE MOUNT ANALYSE FOR ANY ' CONDITIONS PRIOR TO INSTALLAT'.ON. DARES:LOOPS023 • 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR t MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. T3 'LOOK UP"-CROWN CASTLE USA INC. ` SAFETY CLIMB REOJIREMENT: IT I A VIOLATION OF LAW FOR ANY PERSON, THE INTEGRITY OF THE SAFTY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILTY SHALL 3E CONSIDERED DURING UNLESS THEY ARE ACTING UNDER INF DIRECTION ALL STAGES OF DESIGN,INSTAL AT ION,AND INSPECTION. OF A LICENSED PROFESSIONAL ENGINEER, TOWER MODIFICATION.MOUNT REINFORCEMENTS,AND/OR 46. TO ALTER THIS DOCUMENT. J EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE GETUP SAFETY CLIMB OR ANY COMPONENTS OF THE C-IMBING FACILITY ON THE STRUCTURE PM&A( PR'A��E�NUMBER: THIS SHALL INCLUDE,BUT NOI BE LIMITED 10:PNCHING OF 20CT7-02 v THE WIRE ROPE BENDING OF HE WIRE RO^L FROM RS • SUPPORTS,DIRECT CONTACT OR CI OSF PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FICTIONAL WEAR,IMPACT SHEET NUMBER: A" REVISION: TO THE ANCHORAGE ROINIS IN ANY WAY.OR 10 CDEXISTING TOWER ELEVATION IM'EDE/BLOCK RS INTENDED USE.ANY COMPROMISED O FINAL TOWER ELEVATION 0 SAFETY CLIMB.NCI JDING EXISTING CONDITIONS MUST BE SCALE: ® 1/e+71's(FULUS ) TAGGED OUT AND RE=ORTED TO YOUR CROWN CASTLE USA SCALE: ® 1/d*1'0'(FUN SRE7 b 6' u 7 0 e 1(16"-1'ir owN) INC.POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB a 6' ♦ a o B I/16+1'.0'(1 Ix1S) ` .,MAINTENANCE AND CONTRACTOR NOTICE TICKET. ` r MQHNT ANALYSES NOTES: ` EXISTING ANTENNA SCHEDULE �, • • •, • ir ` RAD ANTENNA • 1. HE DESIGN DEPICTED IN THESE DRAWINGS 5 VALID SECTOR POS. TECHNOLOGY AZIMUTH ANTENNA MODEL TOWER MOUNTED EQUIPMENT FEEDLINE TYPE WHEN ACCOMPANIED BY A CORRESPONDING PASSING - CENTER MANUFACTURER • • •❑� ■ ,livicb e® MOUNT ANALYSE. ALPHA Al L2100/LI90D 96' 15° ANDREW HB%Xd516D5-A2M (I)NOKIA-AHFIB NSN HIGH CAP HCS ••• 2 CONSTRUCION MANAGER/GENERAL CONTRACTOR ALPHA A2 - - - - - - • • • • • •• SHALL REVIEW THE MOUNT ANALYSIS FOR ANY _ CONDITIONS PRIOR TO INSTALLATION. U00/USUO/N6C0 SHARED NSN HIGH 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR ALPHA A3 U19VO/G190C 96' 15° COMMSCOPE FFHH-65CR3 (I)NOKIA-AHLOA/(1)NOKIA EXEC CAP HCS MOUNT REPLACEMENT SHALL BE APPROVED BY EOR. - ALPHA Ai - - - - - - 121 W.ELECTION RD..SUITE330 • • •• •DRM'!R!UT 84NL6� • TOWER LOADING SUMMARY • _ _ _ _• ___ _ BETA Bl L210D/LI900 96' 135° ANDREW HBXX6516DS-A2M (I)NOKIA-AHFIB SHArcm NSNPBGH • ' CAP HCS • I •• • •• ••• • BETA B2 - - - STATUS CABLE TYPE SIZE LENGTH QUANTITY • I • • • ••,•�•\'• • BETA B3 LU1�9/00 900 96' ITS° COMMSCOPE FFHH-65CR3 11)NOKIA-AHLOA/(1)NOKIAFXFC SHARED�HGHIGH EXISTING NSN�`LAP 1-1/2' 150' I CROWN BETA B6 - - - - - - - CASTLE • I • • •• •i ES/L190J PS' 255° ANDREW HB%Xd516D5-A2M i11 NOKIA-ABLE SHARED NUN HIGH NLIW -ICS2.DIRUNK .1/2' T. • • • • • • • • • GAMMA CI L2I rAP NOS • •2055 P.SIEARMAN DRIVE GAMMA C2 - - - - - - - FINAL CABLE QUANTIFY I • ••:H$^:Ef�}R7.85:86i V00/L600/N600 •° III NOKIA-AHLOA/(SHARED)NOKIA SHARED NSN HIGH ••- • • GAMMA C3 96' 255° COMMSCOFE FEHHd5CR3 U1900/G1900 FXFC CAP HCS GAMMA CH - P & P.MARSHALL& ES PROPOSED ANTENNA SCHEDULE 6801 PORTWEST DROCEIA100 RAD SECTOR POS. TECHNOLOGY CENTER AZIMUTH MANIIFACI IRFR ANTENNA MODEL TOWER MOUNTED EQUIPMENT FEEDLINE TYPE HOUSTON.TX 77024 ALPHA Al L2500/N2500 96' 15° NOKIA AEHC - HCS 2.0 TRUNK OFFICE 7(3-677-0964 ALPHA A2 L2100/LI903 96' 15° ANDREW HBXX6516DS-A2M (''I)NORA,AHNG HCS2.0 TRUNK ALPHA A3 - - • T-MOBILE SITE NUMBER: ALPHA AI VW/L600/N60C 96' 15° COMMSCOPE FFHHdSC-R3 1J NOKIA-AHLOA/(I)NOKIA F%FC SHAREDMSNHIGH LOOKUP'-CROWN CASTLE USAINC.,SAFETYCLMB P004037C U1900/G1930 CAP HCS REQUIREMENT: THE INTEGRITY OF HE SAFETY CLIMB AND AL'_COMPONENTS SHARED HCS,,U BETA BI L2500MI5W 96' 135° NOKIA ANC - SHAREDNSN gg1�ppgg HIGH STAGES OF DESIGN,INSTALLATION,AND INSPECTION.TOWER OF THE CLIMBING FACILITY SHALL BECUNSIUtREDDURNGALL CROWN CASTLE BU #: BETA B2 L2100/LI903 96' 135° ANDREW HB%%d516D3-A2M (II NOK.A-AHFlG CAP HCS MODIFICATION,MOUNT RPNFORC NMFNTS.AND/OR 825028 EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE BETA 83 - - - INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY V00/L6WM600 (1)NOKIA•AHLOA/(SHARED)NOKIA SHARED NSN HIGH COMPONENTS OF THE CLIMBING FACILTY ON THE STRUCTJRE KING CITY BETA BI U1900/GI900 96' 135° COMMSCOPE FFHH 65C R3 EXEC CAP HCS THE SHALL INCLUDE BUT NOT BE_IMBED TO:PINCHING OF THE WIRE ROPE,BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIGAMMA CI L25W/N25LV 96' 255° MORn A',IC SHARED NUS2I, WHECTICH MAT CAUSECT F CLOSE FRICTIONAL 10 HE SITE ADDRESS: WHICH MAYCAUSEFRICTIONALWEAR,IMPACT THE /BTIEI ANCHORAGE POINTS IN ANT WAY,OR TO IMPEDE/BLOCK ITS L p (` GAMMA C2 L2100/LIESS 96' 255° ANDREW HBX%d516DS-A2M (I1 NOOn'AIFIG SHARED NSN HIGH NTEND®USE ANY COMPROMISED SAFETYC',MB, 13680 SW PACIFIC CAP HCS NC-UDNG EXISTING CONDITIONS MUST BE TAGGED OUI AND GAMMA C3 - - - - - - - REPORTED TO YOUR CROWN CASTLE LSA INC..000RCALL HIGHWAY TIGARD, OR THE NOC TO GENERATE A SAFETY CLIMB MANTENANCE AND GAMMA CS V00/L600M600 96' 255° COMMSCOPE FFHHdSC-R3 (1)NOKIA-AHLOA/(SHARED)NOKIA SHARED NSN HIGH CONTRACTOR TICKET OANTENNA&CABLE SCHEDULES U1900/G1900 EXEC cAP Hcs 97223 SCALE: NOT TO SCALE I�(� EXISTING (EJ T-MOBILE ANTENNA MOUNTED TO 77' MONOPOLE PLATFORM MOUNT 10 REMAIN LJ (E)T-MOBILE ANTENNA MOUNTED TO a ':'::7:::;.,;':".4141111111:,;77.W•i;;;; (3 TOTAL,1 PER SECTOR) PLATFORM MOUNT �9 (3 TOTAL I PER SECTOR) rc ISSUED FOR: i .21 g REV DATE DRAIN DESCRIPTION DE./QA A S A D//21/20 SWSM PRELIMINARY HS (E)T-MOBILE AHFIB MOUNTED TO ]�, B OB/21/20 SM REVISED REDS HS 3 (E)1-MOBILE ANTENNA MOUNTED TO 0 f)8/26(10 DM FINAL CD HS PLATFORM MOUNT TO BE REMOVED + I')T-MOB..E ANTENNA MOUNTED PWFORM MOUNT _ (3 TOTAL I PER SECTOR) �`' (Q1-MOBILE ANTENNA MOUNTED TO TO PLATFORM MOUNT (3 TOTAL.)PER SECTOR) PLAIEORM MOUNT TO REMAIN (3 TOTAL, PER SECTOR) . t (3 TOTAL 1 PER SECTOR) 2 1 ^ �1 3 • r Jam\ � 9 irk' - ��'•J r ...,..:.::.,".T, ..;•. 111„,,........ (P)1-MOBILEAHF.GMOLVTED " Yi TO PlA1�ORM MOL 4i r ' 'E)T-MOBILEPLATFORM MOUNT - IS TOTAL I PER SECTOR) (1 TOTAL) :. iiii iL 1 -0.. MONOPOLE �. 1U '• i , ,, " (E)99' - "' ff, •c,_ • MONOPOLE E - VGPN' P4, SE�OP 111, 1 y` GPI . iipir ' r P (E)i-MOBILE FXFB MOUNTED TO PLATFORM • (E)i-MOBILE FXFB MOUNTED TO PLATFORM 1MOUNT EXPIRES:6/30/2022 LE)TN,OBILE COVP MOUNTED ILA �� MOUNT.(I)TO REMAIN,(1J TO BE REMOVED IPJ 1 MOBILE HCS 101AO% PLATFORM T02F1dAN 1 (2 TOTAL) (I TOTA.j �••e ] (I TOTAL) (I TOTAL) l ' •: dam ' ,/r 1• 'S 1 1-MOBILECOVP MOUNTED TO i / ",qP PLATFORM (E)TMOBILE AHLOA MOUNTED TO ` J '^ "'F (1 TOTAL) IT B A VOLATION OF LAW FOR ANY PERSON, 1 PLATFORM MOUNT TO REMAIN -\ . /, (EIT-MOBILE AHLOA MOUNTED TO y/ ) �y UNLESS THEY ARE ACTING UNDERTHEDIRECTION (3 TUBALI PER SEC10R) i r PW FORM MOUNT r ` F 9 OF A LICENSED PROFESSIONAL ENGINEER, r r r,. (3 TOTAL I PER SECTOR) rr yr�q TO ALTER ENS DOCUMENT. ° ' (EJ t-MOBILE PLATFORM MOUNT i /6 P� dr TO REMAIN i;;;%,{ a�P PM1LA PROJECT NUMBER: �� fit.ttL•�i (1TOTAL) % t,% , 2 ISA 1' �Fr , , . !4 SHEET NUMBER: RECISJON: EXISTING ANTENNA PLAN 5 O IIIII��I �Ilh�� OFINAL ANTENNA PLAN ,BI��II I Tie. \ _� _ 0 SCALE: I I/'hrUyHAL SIZE) SCALE: 14,1,0.(NU Ilxl7l �I �1f r 0 7 1RM'1P C1717) 2 r 0 7 I/X.Ib'IIx1]j J e F 1 F. •. ii.:• • • ®®• •• • W• 1 `eBASED BOX ASSEMBLY • 1 ',.'.• I T` 121 W.ELECTION RD.,SUITE 33r -r--z- _,!:2::.„:41•:, iii► .+.: • ( i. •• •• •DRHP4R%UT 84020• • �. �T. I .,• � . • •• • •• ••• • ,� i3 { �� CRC9WN • ;, -, , R<,./v CASTLE t `\� /1 �, � . .25onss s.Hs�lEAoaeMtiN JiRIVE - ..,,,,,,u0NA. ..,-..1,:.. 1111 "• e l • •• H E T� 85 86 1 a! 8(..i u ' HEAT SHRINK TUBE 111W Lrri P.MARSHALLBASSOCIATES I I _ 6801 PORTWEST DR.STE 100, f HOUSTON.DX 77024 OFFICE 713-677-0964 , 1 HYBRID CABLE T-MOBILE SITE NUMBER: P004037C NOKIA AEHC NOKIANGFIG CROWN CASTLE BU #: WEIGM(SIRHOMMOUNTING 2AE,B26 N):99.2 LBS. WEIGHT(WSIE(HWxDI 27.6413..5.6 .6HARDWARE):IN. 79.1 LBS. SIZE IN.(HxWxDj:35.Ax22.83xB26 SIZE(HXWx01:2]6x13..6.5.61N. 825028 HTH U FIBEMOUNTING W/PEDWAM WEIGHT(WITHOUT MOUNTING HARDWARE):23.5 LBS. SIZE(IMW%D):1+.0x16.0xB.0 IN. KING CITY SITE ADDRESS: 13680 SW PACIFIC HIGHWAY TIGARD, OR ONOKIA AEHC DETAIL OAHFIGSPECIFICATIONS OHCS 2.0 FIBER FEED W/PENDANT DETAIL 97223 SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE O. *0 EXISTING 99' MONOPOLE 2 General Product Overview ISSUED FOR: 0 PSU 4813 RFV DATE DRWN DESCRIPTION DES./QA A 0/21/20 WS PRELIMINARY HS B D8/21/20 SM REVISED REDS HS F.a., 0 08/26/20 DM FINAL CD HS I, A Ab,nla%eny a _BFMi0N 1P'tNIIMJ jA4t hN6cm Ye,Aazee. _.. 6 PC Ine$to+Vx ParMeMl.�bmewW�u.. e.wtlleshml!seewplseneusn G ea•rw atom pal E on eFG..ed•elan cale to VIP AlmA almm. e Iv*»*MR•: Ftlwfnm.OPVO*eaneuane!np cc auLLvt E dvwe.hiss Ym.forca,m,..p..E..F rat*.✓.FE 4m..rrt®a bc.ee«ewt. cae,drm,.,.o.R..»<eecw—.,Ne.p�^ Inds. Wounds dvssas 5 r Ericsson'SU AS n t,.vol 200•1• p 10.4p spMpwp. 0 ol o -.mohiie- I� '_' ��I The general spec/lotions41011U Wf the PSU 6B 13 are asidbws: F•mlenx o .w.e .d. rM11Stit VAN. pW Cum..mas top A:]6 A 1u.11a.M Tour.46Y Awes FRONT SIDE O riavelrBlFifieli•l a1rATari1FliAi4! warm i•i. ED O 0 4V ad m„„`�nw«a (D.thcli)eficie i4,4LY'Y4ityUM PN V R:T E.*m.N OI.n•.Units - a.Ww.co.. .e_«UC ---ti _ Q NOKIA von!.. v e e eF� ED 0 „mn.a•Y v .wal HO-.Ti Y O . oFe.uo..a..ma Fx_,CM /✓ Abd 11 a rlP M O0 C sons. ,-1ppm COMMM Erte WOW'9 Norck er4105',-3 NOKIA CSR TR.e • s,.pa Fi3Ood 0.O ` yu Ol9C FCC3P4A N Y WEIGM:II2LBS. eMC TOC PdN ICIIA SIZE(HVWXDj:1.75x17.25x10.0 IN, raft esm•aert,o++. EXPIRES:6130/2021 '.gna.+n v.oWM ♦EA FOAM se.SO W.ONO I. up OM• JOANA EOA rsic,. ww e. ..e. Wryly 44 I4 {PISS. Newman cxa•e o) w A3mn{- ,Off s 1.1 NI M1mlele b-sYEG.oml PSU UM la SQ13417J TOP o stew ITS A VIOLATION OF LAW FOR ANY PERSON. • d.e.•• .dean.a. .e Comm= I VLEA THEY ARE ACTING UNDER THE DIRECTION HCS 2.0 J-BOX I au.w+wa OP mx....., sun OF A LICENSED PROFESSIONAL ENGINEER. WEIGHT(WITHOUT MOUNTING HARDWARE):233 LBS. a vasm.va "Asa Wplroe•dysaeeoylu miss aTG exgw•lmtame TO ALTER THIS DOCLMENT. SUE(thW%DI:14.0416.36.0 IN. e (AV .e. angledge 5 6 als WI e 4lGl. mai ee a aR e a. l oc .tq.e lryYqt u. !. .0 /cm oa.w4G.PA.,S. lF_inmUs r PMJ:A PROJECT NUMBER: u .x.,a�:w aMUM'.A,MI..x I.YIna list as e0CT7-026 ee•,w+p du1101.0an.W.A.W.A. lr-...=s e. PSU1813 VOLTAGE BOOSTER SHEET NUMBER: ` RP_trISION. - WEIGHT t 17.2 LES. SIZE(HxWzD):1.7x19.QIlt4 1N, 0 HCS 2.0 J-BOX DETAILS NOKIA OSCA E: NOT TOSCA E O CSR ROUTER R SCALE: NOT SOSCALE:PSU 1 3 VOLTAGE BOOSTERSPECS NOT TOSCA _ i. ` J I • • .. • ._i�• .,..,„„s,,, A .....•._ ••• 4 . • •:$ ll • NOKIA ASIB � NOKIA ABIA �/�jjii /y • • • • • • • WEIGH!'IUNR ONLY):641B5. > � WEIGHT(UNIT ONLY).46 LBS_ /fir I i►" SIZE(HxwxDl:l.z,®.6x 14.a IN. _ j SIZE;Nww.D):1148.6:042 IN. 1 /�� 121 W.ELECTION RD..SURE 330 - 6 it YI �R$ , % �/ • •• •DR7WFgI UT 84i3f1• __• • :• .• EIF3 EIFS ,• _< • / J CASTLE q65 yy 66 - / • _ • SRIOI • 1 • • % •• •• j _ - - es • '\ 2055 i.SiEANMh• I�fE ° : :•tHrtE{:A485:86: rS;y: ... ,.. RFl R RF4 RF5 RF6 a OO Cal MI mom NNEti h1 W ' &A -- mommm°° ° ° °°° OGO°° °°o•° ° 1 IF4 L oo co P1--I'co 96 P.MARSHALL&ASSOCIATES _ :°._- / 6801 PORTWEST DR.ST 100, EIFI _. ^q ® HOUSTON,TX 77024 OFFICE 713-677-0964 TM OBILE SITE NUM'r ut o BER I � nnm� �K E P004037C O " IA: I..: .' ` E nwi8g r E6. INOKA AMIA WEIGHT II.2 LBS. a 'r+I Q SIZE INWIO):5.2x17.6415.7 IN. I =fir. V ® ® I r �rrr�8988838 esaE�l IERI F. ;� CROWN CASTLE BU #: O■ rEr 1Y1 V" sA`-•. ®0 8 �s c o � r_" y!y! IF IG• ® x : > o °a _ 11``CC^^- 1 1.1.1 825028 KING CITY PROPOSED ASIB PROPOSED ARIA LOCATION SITE SITE ADDRESS: 13680 SW PACIFIC HIGHWAY TIGARD, OR SKU#33389-NOKIA AMIA SKU#34104-NOKIA ASIB SKU#33388-NOKIA ABIA 97223 1 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE EXISTING 99' MONOPOLE ISSUED FOR: ,� REV DATE DRWN DESCRIPTION ' / ��'--.^-.�:q- \ A 08/21/20 WS PREREVISE REDSARY I5�^ l/ �i i / B 08/21/20 SM REVISED REDS HS NOKIA ARIL / �" NOKIA A8IC � . l NOKIA ASIK - - 0 08/26/10 DM FINAL CD HS WEIGHT(UN R ONLY):4.4 LBS. / /L'�--'^A WE IGHT(UN'ONLY)'.5.8 LBS. �/ % WEIGM(UNIT ONLY)66LBS. rJ1 SIZE(HXWYD)1 I.II®.64142 IN �� SIZE IIdW%D:Vf8.bx14.21N. /'Z '� �� SIZE WxD):l.hH.6x14.2 M. /p. �� / //e '�i / / ,/ j ems'-_>n�r:.- -YY r N 1�%i'l, `Rx � x / r 59 89 3898R&88.ti 9E ' / /v. 411 'y' �®Fe i - '4 _ . ®PIT SFP28 RF2 RF4 RF6 r,, xnut ODOI I ODUV u.WITAJwu uvwuuvvd SRF1 S-RF2 , �\( Y,��gO�c0000m a• ce o moo* 00000� C I I �� I °.. ooA•oA•A••xxosa�aoox •o O O+•o oo — oo•000000MEe8o o m B B B 9 B e P: e000000 00000000 00 0 . BBA99 6@ @@®�1F2 I •ennen8neeneeee nneneoeee� 1 IFSIM IFS Ai IFS IF I/�. '( �,y .,, �, `'•:, LMP QSFP28 RFl RF RF5 RF7 R FAN STATUS SE EIFI EIF2 et,,,,,c.'.. , - - - - - - - . 711N __ _ ® ' EMPIRES:50S0S]2 "It Y.t...13" ® N C O O a... W i VL " ". R "7 : : m �M " :ILLY " 0. :IR® C��S � LI,- P' 1� i • � Cd•rr �—I •••I I rrrTl ,A" . ] ®�I =MI 4q m)a °° P . P _V Asa U'E -- IT S A VIOLAnEN OF,GW FOR ANY PERSON. .... o " tr. - �+^ �„ °e c+ I." c p. t333YY3'YY ;III®"" DTI IAI C2:°@ -r,. : .. .: le UNLESS THEY ARE ACTING UN DER TH E DIRECTION yr �j i. tbt a t ® ® PROPOSED ABIL PROPOSED ABIC _ OF A LICO ALTEPROFESSIONAL THISUMENGINEER, ' (�T.� WRAF I�2®� �c 'x-L .'i TO ALTER THIS DOCUMENT. LOCATION LOCATION i �. iJ[II®N M IG Q3 �C a B fa ©[l -- -0 �° I. PMJ:A PROJECT NUMBER: - . -. I PROPOSED 20CT7-026 ASIKLOCATION SHE^ET NUMBER: REVISION: SKU# S 6 -NOKIA O SCALE:3617-NOKIA NOT TO SCALE ABIL OSCALE:4 NOT TO SCALE IC OSCALE3NlOT TOSCALEIK �_� 0 J i r • • i2 • • • • :.: 'II • El:, Ile 13 • . • • • • • • • • •• 121 W.ELECTION RD.,SUITE 330 NOTE: • •• •DRMItI UT 84G�• •__ ANTENNA NOT SHOWN FOR CLARITY. • {%•a Li- •• • •• ••• • • L .� CRNOWN R".. • IEfANTENNAMOUNi1NG �,,,, •CASTLE • FPFD • i f-1 ®® t��L�L� •. -1 0611)11 Jt '71 BRACKET •. •. • 2055G.S• iEAOMAN DRIMAE U4 yyifTyy 1 •• i ••i• H1•lRliLEli.I';85i86i r ti . \ G 1 (EI ANTENNA /" /- «. NEW RRU .4411I m1, �I ; /�- ° P.MARSHALL&ASSOCIATES \{ / / / ' NEW RRU 6801 PORTWEST DR.STE 1CO, HOUST 'II� (EI ANTENNA MOUNTING ':, OFFICE N, 77024 �•� BRACKET PUTS OFFICE 713-677-0964 RRU MOUNTING NOKIA FSMF III / WEIGNPSSIIL&S T-MOBILE SITE NUMBER: SIZE(IbrWEIG:T.6523x1].SAQ2I IN. j •1 % PIPE MOUNT BRACKET I , (IYP OF 2) P 004037C / (E)ANTENNA MOUNTING PIPE CROWN CASTLE BU #: 825028 KING CITY SITE ADDRESS: 13680 SW PACIFIC HIGHWAY TIGARD, OR NOKIA FSMF O ANTENNA TO PIPE(ISOMETRIC VIEW) ANCILLARY EQUIPMENT TO PIPE(ISOMETRIC VIEW) 97223 1 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALEA. 40 EXISTING 99' MONOPOLE ISSUED FOR: REV DATE DRWN DESCRIPTOR DES/Gn A 07/21/20 WS PRELIMINARY HS T. 08/21/20 SM REVISED REDS NS 0 08/26/20 DM FINAL CD HS New RF Jumper Color Codes Frequency Bands&Sectors Alpha Sector Example �rc••sza\-600/ I Awf twgtTa a. .11o9 toxEend7O000 OCS•1900 Aw5.21001t700 r £zonSedm arRte B a WS le••aM-6W/7001111 9ua16•+dIKS/EWSI Della %WOW Ftwo Ep18•n WMte Zen ,..,:„&.„,,,...,,,,, ExPIaEs:e7lo7ma i 1T IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. . PM&A PROJECT NUMBER: 20CT7-026 SHEET NUMBER: - REVISION: 0 RF JUMPER COLOR CODING NOT USED (2—7 0 SCALE: NOT TO SCALE °SCALE: NOT TO SCALE ( r ♦ • .. • bit ••• '..... Et•S eEl • • • • • • • • • •• 121 W.ELECTION RD.,SUITE 330 • •• • DR►.PBR,UT 810 • _ • • EI ••- • • A. - _ _ _ _ _ • • •• • •• ••• • R - •' •• • COW •••CROWN o, 0 „�,CITLE ` . . . . . . . c NII 1 • • 20595.9fEWRM!•,N ORI►'E Q • •'•G�'"• •�P�"'• • 1 ® Q ,,." • ' P.MARSHALL 8 ASSOCIATES 6801 PORTWEST DR.STE 100, 0 HOUSTON,TX 77024 OFFICE 713-677-0964 T-MOBILE SITE NUMBER: P004037C 0 0 0 DELTA HPI:CABINS (�' DELTA.63CABINET ° CROWN CASTLE BU #: i. WEIGHT[FULLY LOADED)850 D WEIGHT(EMPTY)!529_59. 825028 WEIGM LOADED):850 LBS. WEIGHT(FULLY LOADED].2655 LESS. SIZE(ItWxD):77x30k•1'IN. SIZE(HxWxD):77730"xd'"IN. 20KING CITY SITE ADDRESS: 13680 SW PACIFIC HIGHWAY TIGARD, OR O DELTA HPL3 CABINET O DELTA LB3 BATTERY CABINET 97223 SCALE: NOT TO SCALE SCALE: NOT TO SCALE EXISTING 99' MONOPOLE ISSUED FOR: —PROPOSED I!T DIAMETER.HILTI KWIK BOLT TZ ANCHOR WITH 3-5/8' R'=V DATE DRWN DESCRIPTION D6/(fin NOMINAL EMBEDMENT(CC BR-1917).IO BE INSTALLED A MINIMUM OF(I) A 07/21/20 I WS PRELIMINARY HE IN EACH CORNER OF CABINET.SEE MANUFACTURERS EQUIPMENT B 08/21/20 SM RF/SED REDS F6 INSTAL_ITION MANUAL FOR ANCHOR LOCATORS.IT IS ASSUMED THAT . CABINET ANCHOR LOCATIONS HAVE BEEN DESIGNED/REINFORCED BY THE 0 08/26/20 I DM FINAL CD HS MANUFACTURER TO WRHSTAND SHEAR AND UPLIFT FORCES AS CALCULATED IN THIS DESIGN EQUIPMENT LOCK Are FRAME WASHPLATE oltr ER WASHER ofdr 1a1 a a a a ; O a .0 d a D a a V. 4 a d � k . EI �6 a n i a H a 23 p�0 a� n n S- EMPIRES:e/300.022 a b5 a a a 4 a G a C n d a II• IT 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, CONCRETE SLAB TO ALTER THIS DOCUMENT. • PM&A PROJECT NUMBER: 20CT7-026 • SHEET NUMBER: ' REVISION: ONOT USED CABINET ANCHORAGE DETAIL Q 0 SCALE: NOT TO SCALE 0SCALE: NOT TO SCALE v \ J r 1 a a ■ as 611812020 P004037C Anchor_6_2020-06-18 ••• * •• :bite ■ • • • • • • •• Section 3-Proposed Template Images 121 W.ELECTION RD.,SUITE 330 - P004037.jpg ••• •• -• DROsPER,UT 84010. -• Configuration 56791EZ • •• •• ••• ••• • • •• CROWN * For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. (Alpha, Beta &Gamma) • , • %•„o CASTLE FDD-Lowband • 20555.9TEARMi.N DRIVE W.MB onto. :•:CI�4"i LE�.'A2 8/28t: MB quad Passive Antenna B12 (L700)-5 MHz • • . Passive antenna B71(L600)—10 MHz B71(N600)—10 MHzP & ,,, ,.. i FDD Midband P.MARSHALL&ASSOCIATES B4L2100 20 MHz 6801 PORN/EST DR.STE 100, ( ) HOUSTON,TX 77024 B2(L1900)—20 MHz OFFICE 713-677-0964 B25(11900)-20 MHz B66(AW53)-5MHz T-MOBILE SITE NUMBER: P004037C 17 n To 9 8 7 6 5 4 3 2 1 TDD-Band 41 1111 2271211 L2.5(2.5GHz)—60 MHz CROWN CASTLE BU #: N41(2.5GHz)—100MHz 825028 +2nd carrier(<=80MHz) KING CITY AHFIG AHLOA FxFic SITE ADDRESS: AWS+PCS 700+600 ..r d�. __. . 13680 SW PACIFIC 1 HIGHWAY TIGARD, OR 97223 7 EXISTING HCS1.0 99' MONOPOLE Top • ISSUED FOR: - Ground ��— REV DATE DRWN DESCRIPTION �3./QA HCS2.0 HCS1.0 A 07/21/20 WS PRELIMINARY HS roweITop B OB/21/20 SM REVISED REDS HS -._._ - 0 OB/26/20 DM FINAL CD H9 EweFSMF SG Airscale 4 GSM UMTS J PCS LTE FDD/TDD Airscalel Notes: 4./ti� � r A E%PIRES:6/Ma22 IT S A VIOLATION OF LAW FOR ANY PERSON, UN-ESS THEY ARE ACING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. 10 ALTER THE DOCUMENT. - rfds-prod-web-core.apps.px-prd02.cf.t-mobile.com/DataSheet/Printoutld947663f-58f1-4d6d-88c1-766eo1cdb6aVlayoutld=5b1cf8fc-af9b-43ad-8ac6-... 2/12 MLA PROJECT NUMBER: 20CT7-026 O RFDS PLUMBING DIAGRAM SHEET NUMBER: REVISION: SCALE: 9 0 r NOTES: NOTE: • F• ip •• • • • • •• ' I. THE MAXIMUM I2 MONTH DEMAND.OAD WAS NOT AVAILABLE AT TIME OF PRINTING. CONTRACTOR TORELD VERIFY ALLEQU.PMERI • K • • • •■/�■•7■Lh■• (Q{• CONTRACTOR SHALL COORDINATE WITH POWER CO.,OBTAIN MAXIMUM DEMAND LOAD, RATINGS AND WIRE SILK.IF ANY DS t1 CREPAN 'S• E. 11 �I�•�FVN d y��.E MULTIPLY VALUE BY 1.25,ADD ALL NEW LOADS 3 VERIFY NEW MAXIMUM DEMAND LOAD EXIST.CONTACT ENGINEER PROS TO ROUG:1'•: ; •" DOES NOT OVERLOAD ANY PORTION OF THE EXISTING ELECTRICAL SYSTEM.CONTACT FOR • A • • IF OVERLOAD I POSSIBLE BEFORE START OF WORK, 2. CONTRACTOR G RESPONSIBLE FOR LOADING ON ALL PANELS AND FEEDERS PER THE N.E.C. CONTRACTORSHAL.ENSURE CONI'NUIIY OF EXITING CIRCUITS TO REMAIN.ELECTRICAL CONTRACTOR SHA_VERIFY THAT ALL EXISTING AND PROPOSED LOADS PLACED ON 121 W.ELECTION RD.,SUITE 330 EXISTING PANELS DO NOT EXCEED THE MAXIMUM LOADING REQUIRED PER THE LATEST • •• • DRAPER,UT 81[72D • T-MOBILE SITE It LOCATION: VOLTAGE 240/120/0 'NTOUNTING/ENCLOSURE: EXISTING( NEMAlE • EDITION OF THE NOTIFY FOR IFOVERLOAD IS POSSIBLE. \ / • • • • • • • • • ••• • - 3. CONTRACTOR SHA..FIELD VERIFY ALL INFORMATION 5 ACCURATE PER THE ONE-LINE V EXISTING • TRANSFORMER • • - - - P004037C(EXISIING) PPC CABINET AUINCIB' 200 AMPS AVML.FAULT CURRENT: EXISTING DIAGRAM AND PANEL SCHEDULES AND CONTACT FOR WITH DISCREPANCIES. •� • ••� k••••••• •��Spp6• 8/20/2020 BUS RAZING: 200 AMPS SHORT CIRCUIT RATING) EXISTING .______,__.1,-. • •• • • 44 �y�� MPS/ WIRE&CONDUIT TYPE DESCRIPTION KVA OCT A B OCT KVA DSCRIPTION TYPE WIRE&CONDUIT PQE�S •` EXITING BREAKER 10.22 7 0.50 LIGHT - E EXISTING 2011 • . • e;y.'�',-+;i -{ •SAS T L E TO BE REPLACED ,)13 B 0,1B GFI OTRET R EXISTING 20/1 • • • • • • • • 30/2 EXISTING SPARE 3 EXISTING SFRV(-1=FEEDERS • 2059S.9FEARM,N DRIVE 4 10 KNOCKOUT BY POWER COMPANY • }, •n�o�. KNOCKIXR 5 •••11 KNOCKOUT �/ (CONTRACTOR SHALL FIELD •C�'WL4"Y 8C KNCCKOIT 6 12 KNOCKOUT lI VERIFY SIZE) • - F. - - - - -. ♦ PHASETOTM 10.2 .. KVA I IOTAE CONNECTEDUOADI 20.1 WA 1 84A TOTAL DEMAND LOAD' 20.2 kVA 1 84A • L0AC DESCRIPTION CORN LOAD DEMAND (DESIGN LOAD P.MARSHALL&ASSOCIATES TYPE KVA AMPS FACTOR I KVA AMPS 6801 PORTWEST DR.STE 100, L LIGHTING 0.5 2.1 1.25 j 0.6 2.6 NOTES: I - --- - - HOUSTON,TX 77024 R RECEPTACLE 0.2 0.8 NEC I 0,2 0.8 PA MOTOR 0.0 0.0 NEC 0.0 0.0 1 D(ISTING T-MOBILE OFFICE 713-677-0964 (]0/240V.I-PH N NFATING 0.0 0.0, 1.00 0.0 0.0 0 AC 'HVAC 0.0 0.0 1.00 , 0.0 0.0 1 METER T-MOBILE SITE NUMBER: EQ EQUIPMENT 19.4 81.0, 1.00 I 19.4 81.0 P004037C E EXISTING 0.0 0.0 1.25 I 0.0 0.0 1 'ALL EQUIPMENT TOADS CONS DESr DSTVJ CUS LOADS EXISTING:-MOBILE 200A,I251240/ [ 11 IL SII - Y AC DISCONNECT SWITCH CROWN CASTLE BU #: I . 825028 KING CITY SITE ADDRESS: EXISTING(3)p 3/OAWGW/(1) 13680 SW PACIFIC p/G W IN K. (FIELD VERIFY) HIGHWAY TIGARD, OR OIXISITNG PANEL SCHEDULE / ♦ :h'=, I,+�-V 97223 SCALE: NOT TO SCALE NOTE: CONTRACTOR TO FIELD VERIFY ALL EQUIPMENT YI -VA 1, I..All' EXISTING RATINGS ONTA T ESITES ERERK/DSCR UGH IB j f I , 99' MONOPOLE EXIST CONTACT ENGINEER PRIOR10 ROUGH IN. -- NI2IFV PA EL VPE PRIOR MCA 1. / -FIELD VETO ORDE I G R PRIER TO ORDERING BREAKER 2L0q/2 ISSUED FOR: REV DATE DRWN DESCRIPTION DFS/OA -- 11 -,------- .3:--I, A 07/21/2U WS PRELIMNAEY HS l-,_I rt 8 08/21/20 SM REVSED REDS HS r\) 7-5. 0 08/26/20 DM FINAL CD HS TWO&IE SEEM LOCATION: VOLTAGE:240/12010 (MOUNTING/ENCLOSU A RE EXISTING/ NONA 3R rn n P004037C(PROPOSED) NOUN C/B: 200 AMPS AVNI,.FAULT CURRENT: EXISTING ll !l -. PPC CABINET 20 PwPsI ORES WIRE&CODNDUIT TYPE DESCRIPTION KVA CKTB}IS RATING- 200 ,AMPS CKi KVA SNORT DESCRIPTION �XLS7INJ TYPE WIPE&CONDUIT POLES/ -^ 1 rT - I sT I I+`"'OIX-1 200R 1311/0.111K2,2'C EO HPL3 CABINET 16.51 1 119I I 2 0.50 LIGHT L OUSTING 20/1 - ---- - EC/ 1651 3 I 16 6S 4 0.18 GEI CUTLET R EXISTING 20/1 30/2 EXISTING SPARE 5 } 6 KNOCKOUT 7 I I a KNOCKOUT KNOCKOUT 9 ' 10 KNOCKOUT A -g, •-..-.._ -_. KNOCKOUT 11 I Ala 12 KNOCKOUT I 1' I I. PHASE TOTA 170 167 KVA I I I TOTAL CONNECTED LOAD] 33.7 kVA I 140A j j I I IFS TMOBILE 2'CONDUIT WI: TOTAL LOADI 33.8 kVA 1414 (B)310AWO THWN-2 IPING(UTIL EXISTING CONDUITAS AYML B'Gillum I I LOAD DESCRIPTION CONN.LOAD DEMAND DESIGN LOAD t' 11 1 I TYPE KVA AMPS FACTOR KVA YAPSI 64...,.._ ��L LIGHTING 0.5 2.1 NEC 0.6 2.6 NOTES: IR SEl1 AL1E 0.2 0.8 NEC 0.2 0.8 .1 !I(,II 111 4110.' M__ MOTOR 0.0 0.0 NEC 0.0 0.0 H HEATING 0.0 0.0 1.00 0.0 0.0 I. \iJ,y/ uO AC HVAC 0.0 0.0 1.00 0.0 0.0 '', ELNREI:67387G52z EO EOUIPMBRT 33.0 137.6 2,30 33.0 137.6 ''II II E EXISTING 0.0 0.0 1.25 0.0 0.0 •All EOUIPMIENTLOADS CGNSIOERED CONTINUOUS LOADS II I I , ', IT S A VIOLATION OF LAW FOR ANY PERSON, I ' ' (PI TMOBILE DELTA I 1 II IP)T MOBILE DELTA UNLESS THEY ARE ACTING UNDER THE DIRECTION L HPL3 CABINET I 1 L53 CABINET OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PMZA PROJECT NUMBER: 20CT7-026 SHEET NUMBER: REVISION: O PROPOSED PANEL SCHEDULE GONE-LINE DIAGRAM E_ O SCALE: NOT TO SCALE SCALE: NOT TO SCALE I A L - e r 1 GROUNDING PLAN I FGEND: - #6 STRANDED COPPER WITH L -N ••• • • ••• • • •bill:• INSULATION GROUND WIRE ••• •• Et•b. r 2 e• #2 STRANDED COPPER WITH GREEN -.-.-._ • • • • T INSULATION GROUND WIRE #2 BARE,SOLID,TINNED COPPER GROUND WIRE • EXOTHERMIC WELD121 W.ELECTION RD..SUITE 330 • •• • DRS,PER,UT 8K1fI • • • . - • •.. • MECHANICAL CONNECTION • • - • - -- • • • •• •• ••• • L' COPPER GROUND ROD - ••• ••• • •`• ••• • • • GROUND ROD W/TEST WELL 8 CROWN NOTE: AST LE • • • . .�• • • • SEE FINAL EQUIPMENT PLAN FOR PROPOSED EQUIPMENT • • • 2059�}S.,S}IT,EPORMAN CRIrE REQUIRING GROUNDING.CONTRACTOR TO VERIFY EXISTING •�C'y`�•'L y-8424 EQUIPMENT GROUNDING IN FIELD.CONTRACTOR TO VERIFY • ... . I IN FIELD AND INSTALL ANY MISSING T.MOBILE GROUND BARS • ON SITE. (P)I I)FMOBILE NCR 20 &A E F.IDER CABLES(15U LE)T B ADDED:CABLE ROUTE'TO TOLLOW ITT CABLE ROUTE P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 10D. IP)I-MOBILE 02 AWG GROUND HOUSTON,TX 77024 FROM PROPOSED I IPL3rI.BE OFFICE 713-677-0964 CABINETS 10 EXISTING 1 MOBIL E EQUIPMENT GROUND RING 1-MOBILE SITE NUMBER: [PI(I)IMOBILF.NCB 2A GROUND J-BOX TO BE ADDED 1E)T-MOBILE (E)RETAINING (E)COMPOUND P004037C WALL FENCE COVE TO REMAIN f I CROWN CASTLE BU #: 1 c.--„„— — „, C G-- - {I 825028 ' • - / 1 o I (P)1MOBRE DELIALB3 CABINET KING CITY Q TO BE ADDED:CABINET ESi ANCHORAGEDESIGNTO BE SITE ADDRESS: ' PERFORMED BY OTHERS D VACANT E' p I 13680 SW PACIFIC PLATFORM LEI i-MOBILE III-.1I J E � I$/11sEESN HIGH , HIGHWAY TIGARD, OR CAP CABLEE - 97223 REMAIN D 1 ♦ �r^�v* i_�t� (E)TMOBILE ICE BRIDGE I EXISTING � - --- � *1.1••'•.•• ~ IP)1 MOBIL E DELIA.33 CABINET 99' MONOPOLE �4� W/Id)BATTEVYSTRINGS LEI ♦_ • �i 99 MONOPOLE Blp ISSUED FOR: • - REV DALE DRWN DESCRIPTION DESJ6IA - A 07/21/20 WS PRELIMINARY HS Ar EI TMOBILE FQUIPMI i0., BE ftcELOCSMATUEND0TO iPl CABINET D 08O2161 P 'DMA REVFJASED CREDD S HSNT/ I)FSM9 LNII _ (PI E MOBILE DELTA HPL3 CABINET )ASIA JNIT TO BE ADDED:CABINET ` _ II AStK L;Nrt _ ANCHORAGE DESIGN TO BE )P1I31 BYTE AWG THWN2 (2)ARIA NIT PERFORMED BY OTHERS P1#6 AWG INWN-2 •I !I,AdL`�*WI . IN R GO D AS AVAILABLE) • • __ FIBER -® (EIiMOBILE GENEWG ------.-_ -- ®(UTN.IZE E%ISTBVG CONDUIT �� (El TELCO (El I - (EI ICE BRIDGE AI �_o ,_��_,_'_�_��, [El I-MOBILE EQUIPMENT -{I\ - - " -J GROUND RING ___\ (E)T-MOBILE DISCONNECT \ [E)COMPOUND GATE 4410WO A410 EXPIRES'.d/30/2022 IT 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACT NG UNDER THE DIRECTION OF LICENSED PROCSSIONAL ENGINEER, TATO ALTER THIS DOCUMENT. - PMBA PROJECT NUMBER: - 20CT7-026 4. SHEET NUMBER: REVISION: • UTILITY ROUTING&EQUIPMENT GROUNDING PLAN O 1V E-2 SCALE: r ,-P-0 0 ULL5I2fI ley r a^ W r Irz' .vl r. N • :SM. • :', • . bit • . •. ••• . S. • • • . 121 W.ELECTION RD.,SUITE 330 • •• • DRAREII,UT 84D7T. • • • I • • / - - • • •• • ••• • rgrillbecRo— ••• •• • ASTLE • . . 2D55S.S4EA:Mi.N DRI'E • • ••4C1.1•11DLER?SZ 8..286 • 1 - • • • I • I a • ••• a • 1 P &A P.MARSHALL 8 ASSOCIATES 6801 PORTWEST DR.STE KO. HOUSTON,TX 77024 ALPHA BETA GAMMA OFFICE 713-677-0964 • - _ _ - _ - - T-MOBILE SITE NUMBER: P004037C CROWN CASTLE BU #: __ 82502KING CITY 2 2 SITE ADDRESS: 13680 SW PACIFIC `- � J J `� J `\ J HIGHWAY TIGARD, OR 97223 ol . .... .. .. ...o .a �.. EXISTING 99' MONOPOLE EXISTING GROUND W IRE(TYP) • ISSUED FOR: EXISTING ANTENNA SUPPORT HEADFRAME(TYP)— REV DATE DRWN DESCRIPTION DEXJQA 09. .. ..::::.. ::::. . . EXISTING UPPER TOWER GROUND BAR A 07/21/20 WS PRELIMINARY HS .. B 08/2120 SM REVISED REDS HS 0 OB/2620 DM FINAL CD HS tip al EXPIRES.6/302022 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE J REGION OF A LICENSED PROFESSIONAL ENGINELR, TO ALTER TI/IS DOCUMENT. / PM&A PROJECT NUMBER: 20CT7-026 SHEET NUMBER: • REVISION: 0 ANTENNA GROUNDING DIAGRAM ( -- 1 O SCALE: NOT TO SCALE v I al ir, • TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BANDY LUG BOLT SIZE ••• :• • :•• • • • •• COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR #6 GREEN INSULATED YA6C-21C38 3/8'-16 NCSS 2BOLT • • ••❑ •� . e m #2 SOOD TINNED TASC-2TC3B 3/8"-16 NC SS 2 BOLT '••• • �• l i i a • • • • OO ;0 0000000000000O I�I a� o O O O O O O O O O O O O O O #2 STRANDED YA2C-2TC3B 3/8'-16 NC SS2BOLT • • • • • • • •• O - O•O•0 0 0 0 0 0 0 0 0 0 0 0 0 0 IR�I 0~U N o o 0 0 0 0 0 0 0 0 0 0 0 #2/0 STRANDED YA26-21C38 3/8"-16 NCSS 2 BOLT 20 0 0 • O D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ® I7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #a/D STRANDED YA20-2N I/7-16 NC SS 280LT 121 W.ELECTION RD..SUITE 330 #2 SOLID TINNED COPPER a •• • DR•,oER,UT 8404110t • CONDUCTO210 TOWER/SHELTER BURNDY GROUND LUG WI LONG BARREL HEAT SHRINK • • T' - • " - - — GROUND RING(2 TY P.FOR BOTTOM (SEE CHART) (CLEAR) - - - - - --- - TWO OIELONG BARREL COMPRESSION IWO HOLE LONG BARREL COMPRESSION LUGTYP) NUT(TYP) • • �••�A• W. • ( GROUND BAR ONLY) • •• a• •• ••• • LUG(TYPO • LOCK WASHER(I YP) • • C„V�N NOTES: NOTES: CASTLE L DOUBLING UP"OR STACKING'OF CONNECTIONS IS NOT PERMTTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL FMERIOR CONNECTIONS. GROUNp ••# CC•• "ii• 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO REUSED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL(TOWER ONLY). i CONDUCTOR y 205&S.STEA•RMANBJRPiE lb 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL. 3. GROUND BAR SHALL BE SOLATE]FROM BUILDING OR SHELTER. GROUND BAR 1�B••,, • ••�'i"TIT LE�I.•AA�8I285 BOLT(SEE CHARTI f `• 0 • • a • •• PI BURNDY IWO HOLE LUG WI • 0 ANTENNA GROUND BAR DETAIL OTOWER/SHELTER GROUND BAR DETAIL �. LONG CHART)LL A SCALE: NOT TO SCALE SCALE: NOT TO SCALE 11 noox nr somEEND TED WITH P.MARSHALL&ASSOCIATES 6801 PORTWEST DR.STE 100, NOTE: HOUSTON,TX 77024 OFFICE 713-677-0964 STRANDED AU GROUNDING LUGS ARE TO BE (SEE CHART) INSTALLED PER MANUFACTURERS SPECIFICATIONS.ALL HARDWARE BOLTS, T-MOBILE SITE NUMBER: 3/8-1 Ix1"TAMPER NUTS,LOCK WASHERS SHALL BE STAINLESS RESSTANT BOLT STEEL.ALL HARDWARE ARE TO BE AS P004037C #6 MIN FROM ANTENNA (TYP) FOL I OWS'.BOLL FLAT WASHER,GROUND BAR,GROUND.UG,FLAT WASHER AND CABLE GROUND KIT INSULATORS NUT. ,ro ro�n "o(TYP) �I o CROWN CASTLE BU #: WALL BRACKET f Q 825028 (TM Q 0 liii Q Q 0 MECHANICAL LUG CONNECTION KING CITY GROUND BAR ON SHELTER ICE — — — „ " ' lilQ Q SCALE: NOT TO SCALE SITE ADDRESS: BRIDGE OR ON ANTENNA TOWER El Q 00 0 I ® ' o 0 0 13680 SW PACIFIC ^�^OOD 1� Q STAINLESS STEEL BOLT O OVOO© ,��•�� 01 C // GROUND AR)fl2 .c o GRDUNDBAR(R 20') �P) HIGHWAY TIGARD, OR O LOCK WASHER 1111 f 'U/ 4 PLAT STAINLEWASHERSTEEL 97223 P/N MI D �/ (IYP) 2-HOLE CRIMP/ (ryP) iW0-HOLE COMPRESSION EXISTING IWO HOLE LUG.OR EXOTHERMIC�— GROUNDING SHALL BE ELM1INATED ' CO-HOLE LUG CONNECTOR WELDING BE USED WITH#2 BARE WHEN GROUND BAR IS GROUND 99' MONOPOLE CONDUCTOR WIRE TO BUILDING ELELTPoGILY BONDED TO METAL ' BAR SERVICE GROUND OR GROUND "' TOWER NOTES. �� RING I.DOWN LEAD[HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA N.C. (r'J � STAINLESS STEEL ISSUED FOR: LOWER.PER THE GROUNDING DOWN CONDUCTOR POLICY OASSTD-STD NO MODIFICATION OR FLIT WASHER REV DATE ORWN DESCRIPTION DB./OA INILLING TO ARE NOWET PERMITTEDSTEEL B LLOWED IN ANY FORM OR FASHION CADW ELDMG ON THE TOWER AND/OR BELSTAINLESS STEELLVILLE WASHER I STAPNLESS STEEL NUT • THE A 07/21/20 WS PRELIMINARY NS 2.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL RIP) (TYPO B 69/21/20 SM REVSED REDS ILS USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. SINGLE CONNECTOR AT GROUND BARS 0 DS/26/20 DM FINAL CD HS • STAINLESS STEEL BOLT O GROIN DWIRE INSTALLATION 0GROUND BAR DETAIL STAINLESS STEEL SCALE: NOT TO SCALE SCALE: NOT TO SCALE FLAT WASHER 10* ♦ DRAGON TOOTH WASHER (IYP) STEEL K 2.HOLE CRIMP/ 'f COMPRESSION STAINLESS STEEL P1 WEATHERPROOFING KIT CONNECTOR FLAT WASHER p (TYPICALLY)LLYI r (TYPI 120"MAX. / (SEE NOTE 3) 120"MAX. /) STAINLESS STEEL STAINLESS STEEL NUT ANTENNA CABLE COAX JUMPER NOTE:MINIMUM OF S6 NUi BELLVILLE WASHER PIP) 3 THREADS 10 BB (TM [TMIBLE (T 10 ANTENNA ITYPI S/S SPLIT SINGLE CONNECTOR AT STEEL OBJECTS \— WASHER CABLE 2 MOLE LONG (TYPI hM, CONNECTOR BARRFI TINNED SOLIDCOPPER STAINLESS STEEL EXPIRES.6/3D/2022 WEATHERPROORNG KIT LUG S/S FUl SELF-DRILLING STAINLESS STEEL 06 STRANDED COPPER (SEE NOTE 3) (TYP) WASHER METAL SCREW FLAT WASHER GROUND WIRE (TYE') (IYP) [PO') (GROUND TO GROUND BAR) CABLE GROUND KB 2-HOLE CRIMP/ SEE NOTES 1&2 TIN COATED SOLID COMPRESSION CONNECTOR IT LS A VIOLATION OF A W FOR ANY PERSON, COPPER BUS BAR S/S FLAT UNLESS THEY ARE ACTING UNDER THE DIRECTION NOTES' WASHER METALLIC OBJECT OF A LICENSED PROFESSIONAL ENGINEER, RYE') DRAGON TOOTH TO ALTERR TITS 1H6 D/V'UMENT. 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CHERRY WASHER GROUND BAR. INSTALLEDLED IF IF REQUIRED S/S BOLT PIP) ▪ 2. GROUNDING Kr SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE PIPI SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS MLA PROJECT NUMBER: MANUFACTURER. n /'FT ' 3. WEATHER PROOFING SHALL BE TWO-PART TAPKR,COLD SHRINK SHALL NOT BEUSED. 20CT7-0s6 SHEET NUMBER: REVISION: • ()CABLE GROUND CONNECTION LUG SCALE: NOTO SCALE O DETAIL SCALEE NOTTOSCALE OSCALDWARE E: NOT TO SIL C FORE EXTERIOR CONNECTIONS G_" J 0 L IL_ I r 1 ��yy • WIRE SIZE BURNDY LUG BOLT SIZE • •• •• • • • •• ••• • _ • •• • • •• •• //• p ••yy/�� - '. R6 AWG GREEN INSULATED YA6C-2TC38 3/E'-16 NC 5 2 BOLT ••• " ❑ ❑ Ws ❑j 0� e El TYPE HS TYPE 2-YA-2 TYPE XA TYP YA- TYPE GY • • • w (III■■■iVVVV//// 82 AWG SOLID YA3C-ZTC38 3/8"-16 NC BOLT • • • • • #2 AWG STRANDED YA2C-2TC38 3/B"-16 NC 52 BOLT 121 W.ELECTION RD.,SUITE 330 %2IDAWGSTRAND® YA1tr2TC3B 3!B'-16NC52BOLT ••• w•• • • •••UR,•F'�R,UT • •:• T lea • • i •• •• •• •• • �" i, � ,. •• • • •.. ••• • I"PJ AWG YA2&2N I/T'-Ib NC52 BOLT ••• • • • ••• • • TYPE W TYPE vN TYPE NC TYPE 55 TYPE GR 9URnpY GROUND LUG W/ C123WN" ' LONG BARREL HEAT SHRINK (SEE CHART) (CLEAR) ••• .• %be•CASTLE _ NUT GROUNDING • • • • • • • • a RYPI P CONDUCTOR • - •_ ,},$}_ _ 0E • • - LOCK WASHER i i••'DCiINDL•I(,47 m I TYPE VS TYPE VB TYPE PT TYPE GP i . &111 NOTE,. GROUND BAR SOLI I. ERI:O EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS IO BE USED (SEE CHART) P.MARSHALL&ASSOCIATES FOR THIS PROJECT. (TMPI 6801 PORTWEST STE DR. 100, 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. HOUSTON,TX 11111( BURNDY TWO HOLE LUG W/ LONG BARREL OFFICE 713-677.0964 (SEE CHART) • O CADWELD GROUNDING CONNECTIONS BARE WI T-MOBILE SITE NUMBER: NO-OK ATT BOTH BOTH ENDS SCALE: NOT TO SCALE P004037C I 1RANDED(GREEN INSULATED)ONLY FOR N6AWG I =HART)TO ANTENNAS CROWN CASTLE BU #: WEATHERPROOFING K T- \ (SEE NOTE 3) 825028 ITTO 24" KING CITY ANTENNA CABLE I20TOAX. / WEATHERPROOFING r 120"MA%. RX2 %i/RXl KR PIP) NOTE$: SITE ADDRESS: GROUND KIT(TIP) 1- ALI.GRO LINDI VG I UGS ARE TO BE INSTALLED PER MANUFACTURERS 5 PECIFCATIONS.ALL COAX JUMPER RYP.) HARDWARE BOLTS,NUTS.LOCK WASHERS SHALL BE STAINLESS STEEL ALL HARDWARE ARE TO BE AS 13680 SW PACIFIC FOLLOWS!BOLT FLAT WASHER,GROUND BAR,GROUND LUG,FLAT WASHER AND NUT. CONNECTOR ROAWG HIGHWAY TIGARD, OR WEATHERPROOFING KR 116 AWG STRANDED COPPER GROUND WIRE(GROUNDED (TIP.SEE NOTE 2) ,Z MECHANICAL LUG CONNECTION 97223 GROUND BAR BONDEDZED z EXISTING IO GROUND BAR),SEE NOTE I&2 �,a GROUND BAR BONDED SCALE NOT TO SCALE DIRECTLY TOWER CABLE GROUND KR 99' MONOPOLE CABLE CONNECTOR ANTENNA CABLE TB AWG.M L IN.FROM ANTENNA CAB( ♦ TO BTS EQUIPMENT RIP.) GROUND KIT NOTES: ISSUED FOR: ro e DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN ro ro -o REV DATE DRWN DESCR.'FTXON DES./QA r TO GROUND BAR. NOTES: A 07/21/20 WS PRELIMINARY HS 2, GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY B 08/21/20 SM REVISED REDS _ BET CABLE MANUFACTURER, I. DO NOT INSTALL CABLE GROUND KIT At A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO -.- ANTENNA GROUND BAR. GROUND BAR ON SHELTER.CE \ I 0 08/26/20 DM FINAL CD HS 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KR,COLD SHRINK SHALL NOT RE USED. BRIDGE.OR ON ANTENNA TOWER • 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. O CABLE GROUND KIT CONNECTION Q'O ©©O © /O 3 SCALE: NOT TO SCALE © o©©©® ©©© ©n © © , O GROUND CABLE CONNECTION w �, 'TWO HOLE LUG,OR EXOTHERMIC T.- - GROUNDING SHALL BE EUMINATED 3/BI IXI"TAMPER 4 - WHEN GROUND BAR S ELECTRICALLY RESSTANT BOLT SCALE: NOT TO SCALE WELD TO BE USED WRH p2 AWG BARE CONDUCTOR WIRE TO BUILDING BONDE'Y TO METAL TOWER ITYP) SERVICE GROUND OR GROUND RING INSULATORS Plc SEE NOTE 2. DIP) WALL BRACKET p NOTE MINIMUM OF SIS NUT a THREAD510 BE HIP) GROUNDWIRE INSTALLATION OLCI• HIP) 411 p p VSIBLEpp p (TIP) OSCALE: NOT TO SCALE L p s/s SPLITpQWASHER i 2 HOLE LONG (TIP) ,^' Q p BARREL TINNED WO (/�I a p SOLID COPPER FROM02 24" ELOW1GRASOLID IN DLIEUID WITIG IN3"TO 6"OF /,� p UNIVERSAL COPPER LUG WASHER 2ELD TERM GRADE TO'NRHIN3"SED END EMnRE5.5/3DM]1 p GROUND BAR[45201 (iYPI �C =— P CAPWELDIDTIGHTNATXJN OI T.MUSTB SEALED Tea OF THE LIQUID LIGHT CONDUIT MUST BE SEALED LOCK WASHER • WITH SI LICONE CAULK. P/N MIO Y - ' - ice, (TIP) TIN COATED SOLID TWO-HOLE COPPER BUS BAR • COMPRESSION LUG S/S FLAT CADWELD ) - II S A VIOLATION OF LAW FOR ANY PERSON, WASHER RIB) � UNLESS THEY ARE ACTING UNDER THE DIRECTION NOTES: OF A LICENSED PROFESSIONAL ENGINEER, CHERRY INSULATOR (TV) TO ALTER THS DOCUMENT, I.DOWN LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. INSTALLED IF REQUIRED 5/S BOLT TOWER.PER THE GROUNDING DOWN CONDUCTOR POLICY GASSTD-10)91.NO MODIFICATION OR (TYP) 1 MLR PROJECT NUMBER DRILLING TO TOWER STEEL S ALLOWED IN ANY FORM OR FASHION.CAD-WELDING ON THE TOWER AND/OR TIE INTO EXISTING GROUND RING !•O�T�-OL/�[ V K IN THE AIR ARE NOT PERMRIE D. L 1 2.OMRINSUUIOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL j_.. -__. _. _ ` USE PDTWHENATSACHING IO BUILDING OR SHELTERS. ----, - - .- SHE^ET NUMBER:BER: REVISION: • ()GROUND ROUN BAR OSCALE OSCAL DETAIL OTTOSCALE ()SCALE(: NOT OSCALE GROUND DETAIL ( __3 O