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Plans OZICE COPY RECEIVED AT&TAPR 12022 AT&T CITY OF TIGARD AT&T SITE \ U V 3ER: P72 3USI \ ESS UNIT #: CI 855861 BUILDNLGDIVISION CROWN AT&T SITE \AV E: PFAFFLE SITE ADD ESS: 8540 SOUTHWEST PFAFFLE STREET ,oswESTLAKAVGuCASTLE UE NORTH SIJ-E 800 AT&T FA CODE: 10094109 TIGARD, OR 97223 SEATTLE WA 98109 AT&T PACE \ UV 3 E : MRW0R053677 / MRW0R057962 COUNTY: WASH I \GTO\ p o .4A SITE TYPE: VO\OPOLE JUISDICTIO\ : CITY OF TIGARD ,°_ TWR/FAA APP COVED HGT: 80.0'/\ot Lister, P.MARSHALL&ASSOCIATES D - OJECT: 5G \ 1 S . n77 SITE INFORMATION DRAWING INDEX LOCATION MAP D R 7 2 CROWN CASTLE USA INC. PFAFFLE SHEET # SHEET DESCRIPTION Thirsty Lion 1.sastrola°L BU #: 855861 Metzger SITE NAME: T-1 TITLE SHEET & PROJECT INFORMATION - W a s hitl gton Square PFAFFLE SITE ADDRESS: 8540 SOUTHWEST PFAFFLE STREET T-2 GENERAL NOTES TIGARD, OR 97223 COUNTY: WASHINGTON C-1.1 OVERALL SITE PLAN 8540 SOUTHWEST PFAFFLESTREE MAP/PARCEL#: R0275106 C-1.2 EXISTING & FINAL EQUIPMENT PLANS TIGARD, OR 97223 AREA OF CONSTRUCTION: EXISTING C-2 EXISTING & FINAL ELEVATIONS (99W) LATITUDE: 45" 26' 16.46" (45.4379055556) C-3 EXISTING & FINAL ANTENNA PLANS b Fred LONGITUDE: -122' 45' 53.60" (-122.7648888889) C-4 FINAL ANTENNA & CABLE SCHEDULE Meyer 9 LAT/LONG TYPE: (NAD 83) C-5 ELECTRICAL WIRING DIAGRAM JZA CURRENT ZONING: CP C-6 EQUIPMENT DETAILS v� JURISDICTION: CITY OF TIGARD C-7 EQUIPMENT DETAILS y OCCUPANCY CLASSIFICATION: U REV DATE DESCRIPTION TYPE OF CONSTRUCTION: IIB G-1 GROUNDING SCHEMATIC IP Q A 2/15/22 PRELIMS A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN G-2 GROUNDING DETAILS 0 HABITATION 41Q CO 0 3/16/22 FOR CONSTRUCTION ATTACHED PLUMBING DIAGRAM PROPERTY OWNER: MICHALE MUNCH ,Sr� @ 18655 NORTHEAST CHEHALEM DR e NEWBERG, OR 97132 0� r?i to As.TOWER OWNER: CROWN CASTLE USA Inc g�~ 0, % Costco Wholesale 9 9WinCo Foods �a 2000 CORPORATE DRIVE Dirksen c bo,.. CANONSBURG, PA 15317 PROJECT DESCRIPTION �S0, J Nature Park CARRIER APPLICANT: AT&T TOWER ASSET GROUP 19801 SW 72ND AVENUE THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA Walmart Supercenter 9 TUALATIN, OR 97062 MODIFICATION ON AN EXISTING WIRELESS SITE. TOWER SCOPE OF WORK Woodard Park Both LTE & NR must be on the same CPRI Rate7. 1st LTE CPRI should be SFP7 (NEQ.20022) on both Radio and ABIA sides for _ Airscale RRH (AHLBA, AHLBBA, AHFIB, AHCA, AHNA) and SFP7 (99W) 0 Lowe's Home 9 (CEQ.16446 or NE0.20022) on both Radio and ABIA sides for Go gie Improvement Map data©2021 ALU radios (UHFA, UHIE). The 2nd 5G CPRI should be SFP7 (NEQ.20022/NEQ.53020) on both Radio and ABIL/ABIO sides for NO SCALE Airscale and ALU radios. Add 2nd CPRI connection for all PROJECT TEAM bands/radio that is missing. n77 Band requires (2) CPRI connections (CEQ.24407) on both Radio and ABIO sides. APPLICABLE CODES/REFERENCE DOCUMENTS A&E FIRM: P. MARSHALL & ASSOCIATES Contractor to maintain RRH to back of antenna clearance and DESIGNED:JLB 1000 HOLCOMB WOODS PKWY STE. 210 B14/629 & n77 antenna separation per latest AT&T guidelines. ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE ROSWELL, GA 30076 • REMOVE (9) ANTENNAS REFERENCE DOCUMENTS: DRAWN: JLB • REMOVE (6) TMAs WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE RFDS ID: 4340406 PATRICK W MARSHALL, P.E. LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED APPLICATION ID: 569625 101 CHECKED: PWM 678-280-2325 • INSTALL (9) ANTENNAS TO PERMIT WORK NOT CONFORMING TO THESE CODES: • INSTALL (1) RAYCAP SQUID CODE TYPE CODE MOUNT ANALYSIS BY: INFINIGY JOB # CROWN CASTLE USA 1505 WESTLAKE AVENUE NORTH, SUITE 800 • INSTALL (1) 24-PAIR FIBER TRUNK BUILDING 2019 OSSC DATED: 2/9/22 , INC. DISTRICT: SEATTLE, WA 98109 �snwia^2' 21 CCAO6M-0138 CONTACTS: JASON GIBSON - PROJECT MANAGER • INSTALL (2) #6 AWG DC TRUNKS MECHANICAL 2019 OMSC IXPIRES:6/30/2022 MODIFY MOUNT ELECTRICAL 2020 OESC (615) 771-4313 FIRE 2019 OFC GROUND SCOPE OF WORK PAUL LONG - CONSTRUCTION MANAGER • INSTALL DC12-48-60-0-RM (206) 388-9090 • INSTALL (1) -48V RECTIFIER TO THE EXISTING DC PLANT This submission contains Eon nft&,prop otary,or trade information that is TITLE SHEET & EXISTING FSM4 (AMIA) - REMOVE EXISTING (1) ASIK AND (1) coompt from disclosure under applicable lows.Moose melt* sure the paps are not •ROBERT FOREST - A&E SPECIALIST ABIL CARDS ON THE C2 SIDE. ADD (1) ASIL AND (3) ABIO disclosed.tf any roquest is made for this Warmish:8ra,pleas*contact the sender in PROJECT i (917) 924-7092 CARDS TO THE C2 SIDE FOR 5G 850/1900/AWS, 5G C n77 addition to any legal notice requirements under applicable law. AT&T CONTACT: TIM DOLLOWITCH & 5G C n77 dod I Disekrifser s,,,,�i.,•rsr Pa,,,,,,emn,r ,me ,„„s�„y,,,,,*sun INFORMATION 19801 SW 72ND AVENUE CALL OREGON ONE CALL TUALATIN, OR 97062 NOTE: �► (800)332-2344 811 (503) 569-7818 PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN (f�j CALL 3 WORKING DAYS ��� tim.dollowitch®caerusconsulting.net NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER BEFORE YOU DIG! CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: S 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS SHALL APPLY: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC.WRITTEN NOTICE TO PROCEED(NW) CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC AND ALL APPLICABLE FEDERAL STATE,AND AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN CARRIER: AT&T LOCAL CODES/ORDINANCES. � AT&T CASTLE USA INC. NOC AT 800-788-7011 &THE CROWN CASTLE USA INC. CONSTRUCTION MANAGER. TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC.CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE 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 ELIMINATED. THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE WORK DEPICTED WILL BE 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. STAGES OF DESIGN, INSTALLATION,AND INSPECTION.TOWER MODIFICATION,MOUNT REINFORCEMENTS,AND/OR EQUIPMENT PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE OF THE APPUCABLE CODE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS(OR 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL,AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL THE CLIMBING FACILITY ON THE STRUCTURE.THIS SHALL INCLUDE, BUT NOT BE LIMITED TO:PINCHING OF THE WIRE ROPE, CAN BE)EXPLICITLY SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ELECTRICAL CODE. BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO CAUSE FRICTIONAL WEAR,IMPACT TO THE ANCHORAGE POINTS IN ANY WAY,OR TO IMPEDE/BLOCK ITS INTENDED USE.ANY 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF CONSTRUCTION. THE WHICH THEY ARE SUBJECTED,22,000 AIC MINIMUM.VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL COMPROMISED SAFETY CLIMB,INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR CROWN CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES. EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH 5. EACH END OF EVERY POWER PHASE CONDUCTOR,GROUNDING CONDUCTOR,AND TELCO CONDUCTOR OR CABLE SHALL BE LABELED WITH CROWN 3. PRIOR TO THE START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED.THIS INCLUDES,BUT MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO, BRACING,FORMWORK,SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2"PLASTIC ELECTRICAL TAPE WITH UV PROTECTION,OR EQUAL).THE IDENTIFICATION `/ IS NOT LIMITED TO, BUILDING,ELECTRICAL,MECHANICAL,FIRE, FLOOD ZONE,ENVIRONMENTAL,AND ZONING.AFTER ONSITE REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE METHOD SHALL CONFORM WITH NEC AND OSHA. CASTE ONLY. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE,PHASE CONFIGURATION,WIRE ACTIVITIES AND CONSTRUCTION ARE COMPLETED,ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS(i.e.PANEL BOARD AND CIRCUIT ID'S). TO LOCAL JURISDICTIONAL REQUIREMENTS. DETAILS ARE SHOWN,CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT,AND/OR AS PROVIDED FOR IN THE CONTRACT 7. PANEL BOARDS(ID NUMBERS)SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 1505 WESTLAK._.-.`/ENUE NORTH,SUITE 800 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO,ERECTION PLANS,RIGGING PLANS,CUMBING DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS,GENERAL NOTES,AND SPECIFICATIONS,THE GREATER,MORE STRICT 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. SE '_E,WA 98109 PLANS,AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION REQUIREMENTS,SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR(#14 OR LARGER)WITH TYPE THHW, OF THE WORK CONTAINED HEREIN,AND SHALL MEET ANSI/ASSE A10.48(LATEST EDITION); FEDERAL STATE,AND LOCAL 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST IN THE THWN,THWN-2,XHHW, XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. REGULATIONS;AND ANY APPUCABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR(#6 OR LARGER)WITH TYPE THHW,THWN, PERFORMED.ALL RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A10.48(LATEST EDITION)AND CROWN CASTLE USA INC. VERIFY THE DIMENSIONS,MEASUREMENTS,AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR THWN-2, XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. STANDARD CED-STD-10253,INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS N CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR,TYPE SOOW CORD(#14 OR URGER)UNLESS OTHERWISE SPECIFIED.CONSTRUCTION,TO CERTIFY THE SUPPORTING STRUCTURE(S)IN ACCORDANCE WITH ANSI/TIA-322(LATEST EDIRON). WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR,TYPE TC CABLE(#14 OR URGER),WITH TYPE THHW,THWN, AKA5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIES ON CROWN 6. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS THWN-2, XHHW,XHHW-2,THW,THW-2,RHW,OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CASTLE USA INC.TOWER SITE"AND LATEST VERSION OF ANSI/T1A-1019-A-2012"STANDARD FOR INSTALLATION,ALTERATION, AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS(OR EQUAL).AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75'C(90'C IF AVAILABLE). 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE AND NEC. AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE �AWFULNCES.ORDERS OFCONTRACTOR PUBBLIC AUTHORITY REGARDING ISSUE ALL TTHE NOTICES PERFORMANCE Of THEWITH WORK.ALL LAWS, WORK ORDINANCES, CARRED OUT SHALL COMPLY REGULATIONS WITH 15. ELECTRICAL METAWC TUBING(EMT), INTERMEDIATE METAL CONDUIT(IMC),OR RIGID METAL CONDUIT(RMC)SHALL BE USED FOR EXPOSED INDOOR P.MARSHALL&ASSOCIATES OF INSTALLATION. ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE LOCATIONS. 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS REGULATIONS. 16. ELECTRICAL METALLIC TUBING(EMT)OR METAL-CLAD CABLE(MC) SHALL BE USED FOR CONCFAI FD INDOOR LOCATIONS. AND ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES, RULES, 8. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK.ALL WORK COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS CARRIED OUT SHALL COMPLY WITH ALL APPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS NEEDED. JURISDICTIONAL.CODES,ORDINANCES AND APPLICABLE REGULATIONS. SPECIFICALLY STATED OTHERWISE. 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SET SCREW FITTINGS ARE NOT 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE AN ACCEPTABLE. UNLESS SPECIFICALLY STATED OTHERWISE. ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,UL,ANSI/IEEE AND THE NEC. 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. INSTALLATION. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARDS(WIREMOLD SPECMATE 10. ALL EXISTING ACTIVE SEWER,WATER, GAS,ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR POWER,AND TELCO WIREWAY). P 7 2 PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS AND FOR GROUNDING CABLES AS SHOWN IN THE POWER,TELCO,AND GROUNDING PLAN DRAWINGS. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER(PANDUIT TYPE E OR EQUAL). I DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY DAMAGED PART 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES(i.e. AROUND OR NEAR UTILITIES.CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE,MAINTAIN BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING AND EXCAVATION E) 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED CLOSE PROXIMTTY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE BU #: 855861 CONSTRUCTION SAFETY PROCEDURES. FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. MADE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS,LATEST 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY BASIS. STRUCTURE WALL AND CEILING LINES.ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED PFAFFLE APPROVED REVISION. FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING.CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL,DEBRIS,AND TRASH AT THE COMPLETION MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. OF THE WORK. IF NECESSARY,RUBBISH,STUMPS,DEBRIS, STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM 24. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL SHALL MEET OR 8540 SOUTHWEST PFAFFLE STREE THE SITE AND DISPOSED OF LEGALLY. EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER)FOR INTERIOR LOCATIONS AND NEMA 3R(OR BETTER)FOR EXTERIOR LOCATIONS. TIGARD, OR 97223 13. ALL EXISTING INACTIVE SEWER,WATER,GAS, ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE 25. METAL RECEPTACLE,SWITCH AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED OR NON-CORRODING;SHALL MEET OR EXCEED UL 514A AND WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE > NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR BETTER)FOR LXILRIOR LOCATIONS. WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF CONTRACTOR,TOWER OWNER,CROWN CASTLE USA INC., 26. NONMETAWC RECEPTACLE,SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2(NEWEST REVISION)AND BE RATED NEMA 1 (OR BETTER) AND/OR LOCAL UTILITIES. FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR BETTER) FOR EXTERIOR LOCATIONS. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE CONCRETE, FOUNDATIONS, AND REINFORCING STEEL: 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC.BEFORE COMMENCING REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT,ROOMS,AND SHELTERS. WORK ON THE AC POWER DISTRIBUTION PANELS. 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE AREAS. CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336,ASTM A184,ASTM A185 AND THE DESIGN AND 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 29. INSTALL WAICOID LABEL ON THE METER CENTER TO SHOW"AT&T" REV DATE DESCRIPTION APPLICATION. 2. UNLESS NOTED OTHERWISE,SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 psf. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH(f'c)OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE.NO MORE A 2/15/22 PRELIMS DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE,AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 0 3/16/22 FOR CONSTRUCTION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES,IF 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES.AMOUNT OF AIR ENTRAINMENT TO BE BASED REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE(VERY SEVERE).CEMENT USED TO BE TYPE II PORTLAND CEMENT WITH A MAXIMUM CONTROL WATER-TO-CEMENT RATIO(W/C)OF 0.45. 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615.ALL WELDED WIRE FABRIC (WWF)SHALL CONFORM TO ASTM A185.ALL SPLICES DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. SHALL BE CLASS"B"TENSION SPLICES, UNLESS NOTED OTHERWISE.ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS,UNLESS NOTED 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER OTHERWISE.YIELD STRENGTH(Fy)OF STANDARD DEFORMED BARS ARE AS FOLLOWS: ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED #4 BARS AND SMALLER 40 ksi CONDUCTOR COLOR CODE LOCATION. #5 BARS AND LARGER 60 ksi 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: SYSTEM CONDUCTOR COLOR BASIS. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" A PHASE BLACK 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT CONCRETE EXPOSED TO EARTH OR WEATHER: 8 PHASE RED APWA UNIFORM COLOR CODE: BE PLACED IN ANY FILL OR EMBANKMENT. #6 BARS AND LARGER 2" 120/240V, 19 #5 BARS AND SMALLER 1-1/2" NEUTRAL WHITE CONCRETE NOT EXPOSED TO EARTH OR WEATHER: GROUND GREEN SLAB AND WALLS 3/4" A PHASE BLACK TIE PROPOSED EXCAVATION BEAMS AND COLUMNS 1-1/2" 7. A TOOLED EDGE OR A 3/4"CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE,IN B PHASE RED TEMPORARY SURVEY MARKINGS ACCORDANCE WITH ACI 301 SECTION 4.2.4. 120/208V. 30 C PHASE BLUE NEUTRAL WHITE ®ELECTRIC POWER UNES,CABLES,CONDUIT, AND LIGHTING CABLES GROUND GREEN GAS,OIL,STEAM,PETROLEUM,OR GASEOUS A PHASE BROWN YELLOW MATERIALS B PHASE ORANGE OR PURPLE Re,NGE COMMUNICATION.ALARM OR SIGNAL LINES.CABLES. 277/480V, 30 C PHASE YELLOW OR CONDUIT AND TRAFFIC LOOPS GREENFIELD GROUNDING NOTES: NEUTRAL GREY POTABLE WATER GROUND GREEN RECLAIMED WATER,IRRIGATION,AND SLURRY 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. POS(+) RED. ®LINES 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 DC VOLTAGE NEG(-) BLACK. RESULT OF 5 OHMS OR LESS. .=L. :'.1 SEWERS AND DRAIN UNES ,, DESIGNED:JLB 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. *SEE NEC 210.5(C)(T)AND(2) 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. *•POLARITY MARKED AT TERMINATION DRAWN: JLB 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. CHECKED: PWM 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES,#6 STRANDED COPPER OR LARGER FOR INDOOR BTS;#2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. ABBREVIATIONS: 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. ANT ANTENNA 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE#2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. EXISTING �Dy JOB 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. (E) FACILITYISTNINTERFACE FRAME -w 3pW4, 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45'BENDS CAN BE ADEQUATELY SUPPORTED. FIFFEN GENERATOR EXPIRES:6/30/2022 21 CCA06M-0138 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR AND EXTERIOR)SHALL BE FORMED USING HIGH PRESS CRIMPS. GPS GLOBAL POSITIONING SYSTEM 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. GSM GLOBAL SYSTEM FOR MOBILE 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. LTE LONG TERM EVOLUTION (i.e.CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. M MASTERCRO GROUND BAR 15. APPROVED ANTIOXIDANT COATINGS MWMICROWAVE 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. (N) NEW 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. 18. BOND ALL METAWC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1)#2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. NEC NATIONAL ELECTRIC CODE 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION STSIEMS SHALL NOT BE ROUTED THROUGH METALUC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METAWC CONDUITS,METAL SUPPORT CLIPS OR SLEEVES THROUGH (P) PROPOSED GENERAL NOTES WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METAWC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED.WHERE USE OF METAL CONDUIT IS UNAVOIDABLE(i.e., NONMETALLIC CONDUIT PP POWER PLANT PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. QTY RECTIFIR REST RECTIFI EE 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE#2 BARE SOLID TINNED COPPER IN 3/4"NON-METALLIC,FLEXIBLE CONDUIT FROM 24"BELOW GRADE TO WITHIN 3"TO 6"OF CAD-WELD TERMINATION POINT.THE EXPOSED END OF THE R RBS RADIO BASE STATION CONDUIT MUST BE SEALED WITH SILICONE CAULK.(ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). RET REMOTE ELECTRIC TILT 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE,THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP,TOWERS,AND WATER TOWERS GROUNDING RING.TO THE EXISTING GROUNDING SYSTEM,THE REDS RADIO FREQUENCY DATA SHEET 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 RRH REMOTE RADIO HEAD NONFERROUS METAL PIPING ONLY). RRU REMOTE RADIO UNIT SIAD SMART INTEGRATED DEVICE �.2 TATA TOWER MOUNTED AMPLIFIER TYP TYPICAL UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT 4111110 AT&1 ,........... aCROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 SW PFAFFLE STREET pm.°A P.MARSHALL&ASSOCIATES APPROXIMATE LOCATION OF PROPERTY UNE Z SUBJECT PARCEL: R 7 2 1S135DA01100 t., ZONING: EXISTING 140 ♦ C-P 1a BUILDING EXISTING SITE LOCATION 9,oA< o BU 855861 - SEE SHEET C-1.2 FOR DETAILS "0.1\ Zo __ PFAFFLE a 8540 SOUTHWEST PFAFFLE STREE ` to TIGARD, OR 97223 IW moo\ APN: "r0,0N x 1S135DA01000 EXISTING ESP?\a ZONING: C-P BUILDING iy�, 9- REV DATE DESCRIPTION A 2/15/22 PRELIMS 0 3/16/22 FOR CONSTRUCTION ABUTTERS PROPERTY LINE (TYP.) eF -1 hF 3//,i;�yc"lr/P O DESIGNED JLB oteiNet. DRAWN: JLB CHECKED: PWM OIiON G!bafl. 0t JOB #: �1 Y 31w20Z: 21 CCAO6M-0131 EXPIRES: 6/30/2022 N OVERALL SITE PLAI W �� — E iii) • sn PU N o E t sJ a : . ER I PROPERTY UNES AND STRUCTURES NAVE BEEN DIGf11ZED FROM JURISDICTIONAL GIS.CROWN OVERALL SITE PLAN CASTLE USA INC.HAS NOT COMPLETED A SITE �idsr ,zee°_ oss�rr.�rs SURVEY ACC RACYEOF I MAKES NO CLAMS AS � 1"=20'-0" (FULL SIZE) TO THE ACCURACY OF INFORMATION DEPICTED �.� ' S 20 10' 0 20' 1"=40'-0" (11x17) ON THIS SHEET. 4....... , ,‘,,,...... ,..es AT&T ..........0_ / EXISTING AT&T 11'-5" x 27'-9" SHELTER I CROWN /(//�/i // DOOR / / // // =///' //1 //////,///;' // /---- a: CASTLE MTS AC PANEL -EXISTING- / EXISTING NOKIA NOKIA EXISTING / 1505 WESTLAKE AVENUE NORTH,SUITE 800 EXISTING RAYCAP / DESK GSM GSM SHELF /• HVAC SEATTLE,WA 98109 DC6 (LTE) / CABINET CABINET / EXISTING RACK W/ FSM4 (AMIA), / RAYCAP DC12 (LTE), RAYCAP \ / D O &/ DC12 (LTE) SLACK TRAY / O EXISTING- . OF RACK , / P.MARSHALL&ASSOCIATES Wf 61Ap EXISTING AT&T ICE EXISTING // Nilk EXISTING EXISTING CABLE / EXISTING BRIDGE (+/-13'-0") COAX PORT EXISTING NOKIA UMTS BATTERY LADDER (TYP.) / EXISTING AT&T FEEDLINES / EXISTING EMERSON EXISTING / HVAC P R 7 2 - (12) 7/8" COAX CABLES / BATTERY —48V DC BATTERY EXISTING • (4) #8 AWG DC TRUNKS RACK PLANT RACK EQUIP. / - (2) FIBER TRUNK / RACK BU #: 855861 - I PFAFFLE — (2) RET /,'// // /// % /////////%/ / // // // // /// ////'////� 8540 SOUTHWEST PFAFFLE STREE- TIGARD, OR 97223 NOTE: EXISTING EQUIPMENT PLAN 11 - I EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS rra:a14/f/w2`}a.�ssr�^rrr✓x.+i 1"=2'-0" (FULL SIZE) \ 1 CONSTRUCTION DRAWINGS DONE BY CROWN CASTLE 2 1 0 2' 1"=4'-0" (11x17) / REV DATE DESCRIPTION _ DATED 6/24/19 AS WELL AS MOST RECENT AUDIT —4)_ PHOTOS AND MEASUREMENTS. IF EQUIPMENT LAYOUT A 2/15/22 PRELIMS DIFFERS FROM WHAT IS SHOWN,CONTRACTOR TO --- CONTACT THE CONSTRUCTION MANAGER. / 1 ` 0 3/16/22 FOR CONSTRUCTION ice/ /�// EXISTING FSM4 (AMIA) — UTILIZE EXISTING (1) ASIA AND (3) ABIA CARDS ON THE Cl SIDE FOR LTE. REMOVE EXISTING (1) ASIK AND (1) / / EXISTING AT&T 1 r-5" x I ABIL CARDS ON THE C2 SIDE. ADD (1) ASIL AND (3) ABIO CARDS TO I THE C2 SIDE FOR 5G 850/1900/AWS, 5G C n77 & 5G C n77 dod 27-9` SHELTER 1/1 / ,� // / // DOOR / " /, // / / / / // // NOKIA NOKIA EXISTING / / MTS AC PANEL E EXISTING XISTING XISTING E I / DESK GSM GSM SHELF CABINET CABINET EXISTING RAYCAP / HVAC DC6 (LTE) / PROPOSED DC12-48-60-0—RM WITHIN RACK r —__ / PROPOSED SLACK TRAY MOUNTED IN THE RACK \ / PROPOSED LTE EXISTING RACK W/ FSM4 (AMIA), RAYCAP DC12 FIBER SLACK BOX �r '/ (LTE), RAYCAP DC12 (LTE) & SLACK TRAY / / — /, EXISTING FIF RACK -.— -., / W/ SIAD ,.. . DESIGNED:JLB / ''' ,)('. DRAWN. JLB / CHECKED: PWM EXISTING AT&T ICE / EXISTING / . \\ EXISTING EXISTINLADDERG(CCAB>E \ BRIDGE + —13'-0 NOKIA EXISTING q�', �,�Lt! JOB #: ( / ) COAX PORT / UMTS BATTERY "0 siiwwaa 21 CCA06M-0138 ....._-__-_ -----..- ...._....__ __-_-__. -__..... -- __-___ __ .-..... / EXPIRES: 6/30/2022 i EXISTING------ .,_,:,..,..� -RAC* AT&T FEEDLINES EXISTING EMERSON EXISTING HVAC - (12) 7/8" COAX CABLES / BATTERY TTE Y -48V DC - BATTERY TTE Y EXISTING - (4) #8 AWG DC TRUNKS PLANT EQUIP: - (2) FIBER TRUNK / RACK / EXISTING & FINAL (2) RET // I / // / / / /i // // // EQUIPMENT PLANS PROPOSED AT&T (1) 24—PAIR FIBER PROPOSED (1) —48V RECTIFIER TO BE TRUNK & (2) #6 AWG DC TRUNK(S) ADDED TO THE EXISTING DC PLANT THIS PAGE CONTAINS CONFIDENTIAL,PROPRIETARY OR TRADE SECRET INFORMATION I EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. FINAL EQUIPMENT PLAN I,,,,,'„,,,,„,„',.2 1"=2'-0` (FULL SIZE) au r+,,,,ASo r9'MIwcttMa"taor„+arrnmnurt.va.umng.04..*W. C.1 ■2 2 1 0 2' 1"=4'-0" (11x17) 1 NOTES: EXISTING AT&T EQUIPMENT TO REMAIN - (3) ANTENNAS 4111100 1. CONTRACTOR TOBE VERIFY ALL ANTENNA TIP HEIGHTS DO - (12) RRH AT8cT EXISTING AT&T EQUIPMENT TO REMAIN NOT EXCEED BEACON BASE HEIGHT. - (2) DC6-48-60-18-8F RAYCAP SQUID ....._, — (3) ANTENNAS MOUNT ANALYSIS NOTES: AT&T AEQK ANTENNA CENTERLINE (12) RRH - f ""'"" - (2) DC6-48-60-18-8F RAYCAP SQUID 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID - / 87.15' A.G.L. _:. WHEN ACCOMPANIED BY A CORRESPONDING PASSING - AT&T LTE ANTENNA CENTERLINE MOUNT ANALYSIS. - - f 1 ..,4 4- 2. CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL e 84.5' A.G.L CROWN REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR AT&T AEQU ANTENNA CENTERLINE EXISTING AT&T EQUIPMENT TO BE REMOVED TO INSTALLATION. \ r CASTLE — (6) COMMSCOPE SBNHH-1D65C ANTENNAS 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT 81.65' A.G.L. 1 — (3) KATHREIN 80010121 ANTENNAS REPLACEMENT SHALL BE APPROVED BY EOR. IAT&T EQUIPMENT TO BE INSTALLED 1505 WESTLAKE AVENUE NORTH,SUITE 800 — (4) COMMSCOPE ETB19G8-12UB TMA's — (3) COMMSCOPE NNHH-65C—R4 ANTENNAS SEATTLE,WA 98109 — (2) POWERWAVE LGP21401 TMA•s — (3) NOKIA AEQK ANTENNAS — (3) NOKIA AEQU ANTENNAS . . I — (1) DC9-48-60-24-8C—EV RAYCAP SQUID DM0 PROPOSED SITE PRO 1 6CHMT COLLAR MOUNT A FOR RRH MOUNTED BELOW AT&T MOUNT O EXISTING AT&T PLATFORM MOUNT TO BE UPGRADED/MODIFIED PER THE P.MARSHALL&ASSOCIATES I MOUNT ANALYSIS III I • INSTALLATION OF (3) SITE PRO 1: PM1 STANDOFF MOUNTS AT ._ • ANTENNA POSITION 3, 7, AND 11, USING EXISTING CROSSOVER PLATES , ' OR SIMILAR ONES IF REPLACEMENT IS NEEDED. • INSTALLATION OF (3) SITE PRO 1: PM2 STANDOFF MOUNTS AT •I ' ANTENNA POSITION 4, 5, AND 9, USING EXISTING CROSSOVER PLATES III ,1 III OR SIMILAR ONES IF REPLACEMENT IS NEEDED. I ANTENNAS MAY ATTACH DIRECTLY TO PM1 AND PM2 STANDOFFS IF DR7L ,II THERE ARE NOT SPACE CONSTRAINTS FOR ATTACHMENT. OTHERWISE, I III INSTALL (6) SITE PRO 1: SCP1OW PIPE CLAMP SETS TO ATTACH ' I is EXISTING ANTENNA MOUNT PIPES TO THE PM1 AND PM2 STANDOFFS. BU #: 855861 I : !I;! PFAFFLE 8540 SOUTHWEST PFAFFLE STREET ;Q < TIGARD, OR 97223 I II co 0 Lu a o II o I co IL' 11 " 'I 1 I I~— PROPOSED AT&T (1) 24—PAIR FIBER -- WREV DATE DESCRIPTION y = 3 TRUNK & (2) 6 AWG DC TRUNK(S) ~ 1- A 2/15/22 PRELIMS w z EXISTING AT&T FEEDLINES z cv n II (12) 7/8" COAX CABLES z z � — EXISTING AT&T FEEDLINES 0 3/16/22 FOR CONSTRUCTION 57 - (4) #8 AWG DC TRUNKS z X (12) 7/8" COAX CABLES 1— W (2) FIBER TRUNK ¢ W - (4) #8 AWG DC TRUNKS - (2) FIBER TRUNK c., a i !' (2) RET Li a (I,' - (2) RET z o o I La EXISTING MONOPOLE TOWER I I EXISTING MONOPOLE TOWER' I1 1 II. 1 0 THIS PAGE CONTAINS CONFIDENTIAL PROPRIETARY OR TRADE SECRET INFORMATION i<I EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. I' OuFar.0ro.drd•pATt T.Mrs uotrnrrst does Mt renartute rooimrrrmp anatms a*spa DESIGNED JLB DRAWN: JLB CHECKED PWM 1 OP O181B011 `G►Eeos0 JOB #: - I j � ,- 21CCAO6M-0138 »-.- _ c EXPIRES: 6/30/2022 ty = , I ii EXISTING & FINAL ELEVATIONS EXISTING SOUTHWEST ELEVATION FINAL SOUTHWEST ELEVATION C-2 NOT TO SCALE NOT TO SCALE EXISTING AT&T ANTENNAS TO BE REMOVED �� KATHREIN 1 ...,,r 80010121 AT&T (TOTAL OF 3, PER SECTOR) y ` __ EXISTING AT&T ANTENNAS TO REMAIN r1\ cA;R+ c,',i �,'� COMMSCOPE NNH4-65D-R6 S.I cn 4 o I c m (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T COMMSCOPEANTENNAS 3 BE BNH REMOVEDD 1� 1c� 1 I (TOTAL OF 6, 2 PER SECTOR) Al AL, CROWN EXISTING PLATFORM MOUNT TO REMAIN C1141111:1505 CIli 0 ASTLE WESTLAKE AVENUE NORTH,SUITE 800 ,:• EXISTING AT&T RRH TO REMAIN SEATTLE,WA 98109 LZE,G4��\ " ` j NOKIA RRH4X25-WCS-4R • ��255 vvv Y"h 61\` (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T RRH TO REMAIN `i \ `,/ SC D 0 ,A, i NOKIA 4T4R 612/14 AHLBA g s'\ UG3�1 (TOTAL OF 3, 1 PER SECTOR) ��255 �J 82 EXISTING AT&T RRH TO REMAIN \ / \! NOKIA 4T4R B5 AHCA P.MARSHALL&ASSOCIATES EXISTING AT&T TMAs TO BE REMOVED '/ �`?S SG (TOTAL OF 3, 1 PER SECTOR) (TOTAL OFP02, GAMMA WERWAVE SECTOR) US'.,E - �� — �B3 EXISTING AT&T RAYCAP EXISTING AT&T RRH TO REMAIN L��Si !i DC6 48 60-18 SF TO REMAIN NOKIA 4T4R 1325/66 AHFIB -' 255 '"// j (TOTAL OF 3, 1 PER SECTOR) 20'� (TOTAL OF 2, BETA & GAMMA SECTORS) LjEISi G1 % EXISTING AT&TTMAs 8 O1 BEB REMOVED 72 ' 255 B4 \\e (TOTAL OF 4, 2 PER ALPHA & BETA SECTORS) sx- BU #: 855861 ems•\ PFAFFLE 8540 SOUTHWEST PFAFFLE STREE TIGARD, OR 97223 NOTES: N 1. CONTRACTOR TO VERIFY ALL ANTENNA TIP HEIGHTS DO NOTE: EXISTING ANTENNA PLAN NOT EXCEED BEACON BASE HEIGHT. THIS PAGE CONTAINS CONFIDENTIAL,PROPRIETARY OR TRADE SECRET INFORMATION I sir N 1"=3'-0" FULL SIZE EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS EXEMPT FROM DISCLOSURE UNDER APPIJCA6lE LAW. Lraasrl� '�Ao:rr�.,�.,•:r�' ad ( ) MOUNT ANALYSIS NOTES: CONSTRUCTION DRAWINGS DONE BY CROWN CASTLE 3 1.5 0 3' 1"=6'-0" (11x17) REV DATE DESCRIPTION _ DATED 6/24/19 AS WELL AS MOST RECENT AUDIT 1. THE DESIGN DEPICTED IN THESE DRAWINGS IS VALID — PHOTOS AND MEASUREMENTS. IF EQUIPMENT LAYOUT DIFFERS FROM WHAT IS SHOWN,CONTRACTOR TO WHEN ACCOMPANIED BY A CORRESPONDING PASSING A2/T5/22 PRELIMS CONTACT THE CONSTRUCTION MANAGER. Disgiorett orevatte ivaTST Msstotemrntdar Aetse s4Var..rra ganaryusrdrsxm MOUNT ANALYSIS. 0 3/16l22 FOR CONSTRUCTION 2, CONSTRUCTION MANAGER / GENERAL CONTRACTOR SHALL REVIEW THE MOUNT ANALYSIS FOR ANY CONDITIONS PRIOR PROPOSED AT&T RAYCAP DC9-48-60-24-8C-EV TO INSTALLATION. (TOTAL OF 1, ALPHA SECTOR) rI 3. ANY REQUIRED MOUNT MODIFICATION DESIGN OR MOUNT w',El REPLACEMENT SHALL BE APPROVED BY EOR. cn 1 EXISTING AT&T ANTENNAS TO REMAIN EXISTING AT&T PLATFORM MOUNT TO BE UPGRADED/MODIFIED PER THE MOUNT ANALYSIS w 1 LP 4 c> COMMSCOPE NNH4-65D-R6 • INSTALLATION OF (3) SITE PRO 1: PM1 STANDOFF MOUNTS AT ANTENNA POSITION 3, 7, AND 1 o A" 1 11, USING EXISTING CROSSOVER PLATES OR SIMILAR ONES IF REPLACEMENT IS NEEDED. I m (TOTAL OF 3, 1 PER SECTOR) 0 1 1 }3'-4• A4 • INSTALLATION OF (3) SITE PRO 1: PM2 STANDOFF MOUNTS AT ANTENNA POSITION 4, 5, AND 9, 1 o t3'_3 USING EXISTING CROSSOVER PLATES OR SIMILAR ONES IF REPLACEMENT IS NEEDED. • ANTENNAS MAY ATTACH DIRECTLY TO PM1 AND PM2 STANDOFFS IF THERE ARE NOT SPACE Al CONSTRAINTS FOR ATTACHMENT. OTHERWISE, INSTALL (6) SITE PRO 1: SCP1OW PIPE CLAMP ' SETS TO ATTACH EXISTING ANTENNA MOUNT PIPES TO THE PM1 AND PM2 STANDOFFS. o 1111111 t Q. _ EXISTING AT&T RRH TO REMAIN ti r — ' NOKIA 4T4R 612/14 AHLBA � < 114/ A.,, (TOTAL OF 3, 1 PER SECTOR) `y Vi / 5G G4 • `�4► ._r#I ' { PROPOSED AT&T ANTENNAS E'S % \INIM,..i v �t COMMSCOPE NNHH-65C-R445 •;, B1 (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T RAYCAP , "�' I �� :; DC6-48-60-18-8F TO REMAIN \.Ti (TOTAL OF 2, BETA & GAMMA SECTORS) A• \ j '4 / ��S SG, '� •` l DESIGNED:JLB If DRAWN: JLB PROPOSED AT&T ANTENNAS '. ,o F < EXISTING AT&T RRH TO REMAIN NOKIA AEQK 5Gi G3 ` , I - / i NOKIA 4T4R 825/66 AHFIB CHECKED: PWM ---- 3—lir T B3 (TOTAL OF 3, 1 PER SECTOR) �:. (TOTAL OF 3, 1 PER SECTOR) .•--255 \ ..K.' - / - MATCH EXISTING TIP HEIGHTS £ ;:. e0 JOB PROPOSED AT&T ANTENNAS A / ma`s' vtpz �,,,,$ 21 CCAO6M-0138 . \ / EXPIRES:6/30/2022 NOKIA AEQU j�°,\ (TOTAL OF 3, 1 PER SECTOR) EXISTING AT&T RRH TO REMAIN - MOUNT BELOW AEQK L3E/5i G1 B4 NOKIA RRH4X25-WCS-4R - 36" VERTICAL SEPARATION FROM AEQK .411---- \se4' (TOTAL OF 3, 1 PER SECTOR) 75.., !TS SG' EXISTING AT&T RRH TO REMAIN EXISTING & FINAL NOKIA 4T4R B5 AHCA PROPOSED SITE PRO 1 6CHMT COLLAR MOUNT FOR (TOTAL OF 3, 1 PER SECTOR) ANTENNA PLANS RRH MOUNTED BELOW AT&T MOUNT N T FINAL ANTENNA PLAN l,, A 1"=3'-0" (FULL SIZE) C-3 3 1.5 0 3' 1"=6'-0" (11x17) .,..............,,,, AT&T FINAL EQUIPMENT SCHEDULE (VERIFY WITH CURRENT RFDS) ALPHA --- ANTERRIA RADIO DEER TMA SURGE PROTECTION CABLES P0 " TECH. STATUS/MANUFACTURER MODEL AZIMUTH MD CENTER QTY. STATUS/MODEL LOCATION OIY. STATUS LOCATION QTY. STATUS/MODEL QTY. STATUS/MODEL QTY. STATUS/TYPE LENGTH CROWN CIA: _ 1 (E)4T4R BS AHCA TOWER CASTLE Al LTE/5G (P)COMMSCOPE 350' 84.5' - - - - - - - - - - - NNHH-65C-R4 I (E)RRH4X25-WCS-4R TOWER 1505 WESTLAKE AVENUE NORTH,SUITE 800 ' SEATTLE,WA 98109 A2 - - - - - - - - - - - - - - - - - STACKED A3 SG (P)NOKIA AEQK+AFAU 35V 81.85'/ - - - - - - - - - - 4 (E)7/8"COAX 110'-0" 87.15' AINFOA 1 (E) RET 110'-0" 1 (E)4T4R 812/14 AHLBA TOWER 1 (P)FIBER 110•-0• P.MARSHALL&ASSOCIATES A4 LTE/5G (E)COMMSCOPE 350' 84.5' - - - - - NNH4-65D-R6 1 (P) DC9-48-60-24-8C-EV 1 (E)4T4R B25/66 AHFIB TOWER 2 (P)#6 AWG DC 110'-0• BETA 1 (E)4T4R 85 AHCA TOWER B1 LTE/5G (P)COMMSCOPE NNHH-- 13s 84.5' - - - - - - - - - - D K L 1 (E) RRH4X25-WCS-4R TOWER BU #: 855861 B2 - - - - - - - - - - - - - - - - - PFAFFLE P arras'/ 4 (E)7/8"COAX 110._0• 8540 SOUTHWESTGARD, OR F97223 STREET B3 sG (P)NOKIA AEOK+AEDU STACKED 135 _ - - - - - - - - - 87.15 1 (E) RET 110.-0" 1 (E) 4T4R B12/14 AHLBA TOWER 2 (E)#8 AWG DC 110.-0" B4 LTE/5G (E)COMMSCOPE 135' 84.5. - - - - - NNH4-65D-R6 1 (E) DC6-48-60-18-8F 1 (E) 4T4R 825/66 AHFIB TOWER 1 (E) FIBER 110.-0" REV DATE DESCRIPTION GAMMA A 2/15/22 PRELIMS 1 (E)414R B5 AHCA TOWER G1 LTE/5G (P)COMMSCOPE 255. 84.5' - - - - - - - - - - 0 3/16/22 FOR CONSTRUCTION NNHH-65C-R4 1 (E) RRH4X25-WCS-4R TOWER G2 - - - - - - - - - - - - - - - - - G3 5G (P)NOKIA AEOK+AEOU STACKED 255' 81.65'/ - - - - - - - - - - 87.15' 4 (E) 7/8"COAX 110'-0" 1 (E) 4T4R 812/14 AHLBA TOWER 2 (E)#8 AWG DC 110'-0" G4 LTE/5G (E)COMMSCOPE 255' 84.5' - - - - - NNH4-65D-R6 1 (E) DC6-48-60-18-8F 1 (E) 4T4R B25/66 AHFIB TOWER 1 (E) FIBER 110.-0" NOTE (E) - EXISTING (P) - PROPOSED CABLE TOTALS Voltage Drop Calculations 12 COAX 7/8' 110'-0• Voltage(V)= 48 I Amperage(A)= 10.00 Temperature('C)= 75 DESIGNED:JLB Power Plant to DC-6 (Jumper) DC-6 to Squid (Trunk) Squid to RRH (Jumper) Final Voltage Total Voltage 2 DC /6 AWG 110.-0' Sector DRAWN: JLB Wire Size Wire Length(ft) R(f2/kft) Voltage Drop Wire Size Wire Length(ft) R OW)) Voltage Drop Wire Size Wire Length(ft) R(0/kft) Voltage Drop M Drop(°/°) 4 DC #8 AWG 110'-0' fil .-- CHECKED: PWM Alpha 8 15 0.7780 0.2334 6 110 0.4910 1.0802 8 15 0.7780 0.2334 46.45 3.22 111, Beta 8 15 0.7780 0.2334 6 110 0.4910 1.0802 8 15 0.7780 0.2334 46.45 3.22 3 FIBER 3/8' 110'-0' JOB #: Gamma 8 15 0.7780 0.2334 6 110 0.4910 1.0802 8 15 0.7780 0.2334 46.45 3.22 2 RET 3/8• tto'-o' <,'-,z 21 CCAO6M-0138 EXPIRES:6/30/2022 NMI 1.CALCULATIONS ARE BASED ON STRANDED,COPPER CONDUCTORS. 2.RESISTANCE VALUES FOR CONDUCTORS ARE BASED ON TABLE B OF THE NEC,DIRECT-CURRENT RESISTANCE FOR CONDUCTORS. 3.LENGTH SHOWN IS THE LENGTH ONE-WAY TO DEVICE FINAL ANTENNA & CABLE SCHEDULE THIS PAGE CONTAINS CONFIDENTIAL PROPRIETARY OR TRADE SECRET INFORMATION NOTES: EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. 1. REFER TO FINAL RFDS FOR FINAL -RF CONFIGURATION. FINAL ANTENNA & CABLE SCHEDULE 2.RFDS ID 4340406 BEING USED. AUAewerprsrikdbyAidS.This stdteAlM doer mt rme�WteeiyeeHYy enetyris er deer, C.4 _' AT&T TO ANTENNAS (PER SECTOR)//\ ER JUMPS V CROWN ( )�~ 07:00 CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 PROPOSED EXISTING EXISTING EXISTING EXISTING EXISTING RRH RRH (TYP) RRH (TYP) RRH (TYP) RRH (TYP) RRH (TYP) pivi-c.o.A itrU U y u utt uy u u y U uyU , 1 Y 1 P.MARSHALL&ASSOCIATES v v 1 1 , 1 Aft (2) FIBER JUMPER PAIRS 1 1 I I L__ - --J I-13 I ALARM CABLE L P F P - SQUID F P F T P 72 ( ) L F F F P P P J P P - F F F BU #: 855861 DC CONDUCTOR BUNDLE PFAFFLE loll (TVP) FIBER TRUNK 8540 SOUTHWEST PFAFFLE STREET „ TIGARD, OR 97223 SET OF(2) DC DC POWER TRUNKS CONDUCTOR BUNDLES ( ) F F 48VDC BUS INSIDE P P EXISTING POWER PLANT P P 1 REV DATE DESCRIPTION A 2/15/22 PRELIMS L - ALARM v 0 3/16/22 FOR CONSTRUCTION C P P '1 ' 1RACK MOUNTED SURGE ( -SUPPRESSOR P P 1F - -F RACK MOUNTED BBU I POWER PLANT T\ `DC 6or 12 TOWER MOUNTED RRH SCENARIO-NOT SITE SPECIFIC JUMPER RRH DESIGNED JLB JUMPER TRUNK DRAWN: JLB POWER PLANT DC-6 SQUID RRH A/ •V CHECKED: PWM • RRH NOTES: JOB #: NOTES: w^"".3;+w� 21 CCAO6M-0138 EXPIRES:6/30/2022 1. REFER TO CHART FOR CABLE QUANTITIES,SIZES, AND LENGTHS. ODC WIRING DIAGRAM (PROVIDED BY OTHERS) ELECTRICAL WIRING SCALE: NOT TO SCALE DIAGRAM C-5 ANTENNA MOUNT PIPE AT8,11 AEQK 10.24" ANTENNA Lri--1 MANUFACTURER: RAYCAP * . 1 MODEL: DC9—DC9-48-60-24-8C—EV 'F�I III HEIGHT: 31.4" DOWNTILT BRACKET I� DIAMETER: 10.24" �1 (SUPPLIED WITH ANTENNA) PROPOSED RAYCAP DC "SQUID" —I p WEIGHT: 26.2 LBS (RAYCAP 16 LBS. + MOUNT 10.2 LBS.) CROWN �-I I— ' MOUNTING BRACKET ��„ CASTLE OVERVOLTAGE —1 II PROTECTION UNIT (TYP.) —1 II (SUPPLIED WITH ANTENNA) � I " "� 1505 WESTLAKE AVENUE NORTH,SUITE 800 I I ' EXISTING MONOPOLE TOWER SEATTLE,WA 98109 ( •) M —I C PROPOSED RAYCAP MOUNTING I SECURE RAYCAP MOUNTING BRACKET Z O BRACKET (TYP.) � l � TO MONOPOLE FACE WITH VALMONT � J.DjIM°0414 '� \ STAINLESS STEEL BANDING STRAP P.MARSHALL&ASSOCIATES : (PART �1B1769) AND TENSION M ri ���Sr I BUCKLES (PART #B1770) OR PROPOSED RAYCAP J STRUCTURAL EQUIVALENT (TYP.) AEQU BASE PORTS (TYP.) ) I ANTENNA I I ■ PROPOSED RAYCAP CABLE / U . ` • R 7 2 SUPPORT HARNESS (TYP.) BU #: 855861 PFAFFLE I�-���� 8540 SOUTHWEST PFAFFLE STREE TIGARD, OR 97223 1 RAYCAP SQUID MOUNT DETAIL riANTENNA DETAIL NOT TO SCALE NOT TO SCALE REV DATE DESCRIPTION MANUFACTURER: SITEPRO A 2/15/22 PRELIMS ANTENNA MODEL: 6CHMT 0 3/16/22 FOR CONSTRUCTION MOUNT PIPE WEIGHT: 272LBS IANTENNA ■ DOLACE T ��� (SUPWNTIPLIEDT BR K WITH ANTENNA) THIS PAGE CONTAINS CONFIDENTIAL,PROPRIETARY OR TRADE SECRET INFORMATION y _ EXEMPT FROM DISCLOSURE UNDER APPUCARLE LAW. ® t^ a".aa...anrxaarr:tr.nn aeae�uew.s�a+.m.wmna.+sere+w.srvH«NeN+" DESIGNED:JLB 3 DRAWN: JLB CHECKED: PWM ( ey JOB #: o-��.. 4016 0/202z��� 21 CCAO6M-013£ MOUNTING BRACKET EQUIPMENT (SUPPLIED WITH ANTENNA) r. DETAILS • 02 ANTENNA DETAIL OSite Pro 1 6CHMT — Collar Mount ONOT USED C-6 NOT TO SCALE NOT TO SCALE MANUFACTURER: Nokia MANUFACTURER: Nokia MANUFACTURER: Site Pro 1 MODEL: Airscale AEQK MAA n77 MODEL: 474293A, 19US806081A20A MODEL: DCP12K HEIGHT: 29.5" (750 mm) MAX FPKA SUPPORTED WEIGHT: 352.7 lbs (160 kg) WEIGHT: 27.01 lbs (12.3kg) ltaik WIDTH: 242 mm AT T DEPTH: 9.5" �242 mm3 WEIGHT: 99.2 lbs (45 kg) A TENNA �q —AlSIDE N(TYP.) f�/rS O CROWN ' p6.._ �°o 7, MIDDLE RRH ,�,,,► CASTLE 0 0 0 p o / �RRH MOUNT LOCATION o po - 1505 NEST AKE AVENUE NORTH,SUITE 800 (SEE NOTE 1) �^ ;EATTLE WA 98109 FPKA (TYP) _ o < p AA Mill � o DCP12K AMFD �, I (TYP.) DD Fl O PM I ANTENNA/RRH�- o �_ RRH MOUNTING PIPE P.MARSHALL&ASSOCIATES III MAST PIPE ° (I I' 2-3/8"MIN. ��ANTENNA �; MOUNT PIPE moo .� Li . RRH IANTENNA P ..._ moo mo, RF CONNECTIONS WIDTH ob p o °0 (TYP) TOP VIEW SIDE < . W I R 7 2 1 0 41 00 O 0 u �' 4 o o PIPE TO ACCOMMODATESD CLAMP BU #: 855861 ADDITIONAL MOUNTAllilli NOTES: 1}" TOP VIEW PFAFFLE LOCATIONS (TYP) 1. INSTALLING THIRD RRH ON MIDDLE MOUNT TO 5"0 PIPE F LOCATION REQUIRES CAST LEGACY SPACERS. 8540 SOUTHWEST PFAFFLE STREET w SECTION A-A 2. ADDITIONAL RRHs NOT SHOWN IN ISO VIEW TIGARD, OR 97223 o FOR CLARITY. ©Nokia Airscale AEQK MAA n77 2 NOKIA FPKA — AMFD AirScale 2 FPKx Fixing Adapter °Site Pro 1 DCP12K — Pipe To Pipe Clamp NOT TO SCALE NOT TO SCALE NOT TO SCALE REV DATE DESCRIPTION MANUFACTURER: Nokia MANUFACTURER: Commscope A 2/15/22 PRELIMS MODEL: Airscale AEQU MAA n77 (DOD) MODEL: NNHH-65C-R4 0 3/16/22 FOR CONSTRUCTION HEIGHT: 29.5" (750 mm) HEIGHT: 96" ,2738 mm) WIDTH: 17.7"(450 mm) WIDTH: 19.6 (498 mm) DEPTH: 99. 2bs4 m5 WEIGHT: 7100.31lbs7 (45.5 k ) WEIGHT: 99.2 Ibs (45 kg) 9 THIS PAGE CONTAINS CONFIDENTIAL.PROPRIETARY OR TRADE SECRET INFORMATION EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. I I III o . w w III I I Orncbrma.arwwkd by ATV'rno# .a ota "t does oat co.sca.te e"D'• .0 a eenni 'Yt1s des... DESIGNED JLB 09 DRAWN: JLB CHECKED: PWM �u NI In am �� . •� .. , JOB #: RF CONNECTIONS RF CONNECTIONS ExaiR�.6'30/2022^cap„ 21CCAO6M-0138 csl WIDTH J . WIDTH CID ! CD EQUIPMENT SECTION A-A w SECTION A-A DETAILS 0 0 - ©Nokia Airscale AEQU MAA n77 (DOD) ©Commscope NNHH-65C—R4 ��7 NOT TO SCALE NOT TO SCALE GROUNDING PLAN LEGEND: L_ GROUND WIRE €' COPPER GROUND ROD \� • EXOTHERMIC WELD $ GROUND ROD ...,,� AT&T • MECHANICAL CONNECTION W/ TEST WELL '�..,�,�� CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH #2 STRANDED GREEN INSULATED COPPER CROWN CONDUCTORS. BOND TO GROUND RING WITH (2) #2 SOLID NEW ANTENNA NEW ANTENNA NEW ANTENNA TINNED COPPER CONDUITS (ATT-TP-76416 7.6.7). QC CASTLE AND/OR RADIO AND/OR RADIO AND/OR RADIO EQUIPMENT (SEE EQUIPMENT (SEE EQUIPMENT (SEE HATCH PLATE GROUND BAR: BOND TO THE INTERIOR GROUND SHEET C-3 FOR SHEET C-3 FOR SHEET C-3 FOR, RING WITH (2) #2 STRANDED GREEN INSULATED COPPER 1505 WESTLAKE AVENUE NORTH,SUITE 800 MODEL AND MODEL AND MODEL AND CONDUCTORS. WHEN A HATCH-PLATE AND A CELL REFERENCE SEATTLE,WA 98109 • QUANTITY) QUANTITY) QUANTITY) SURGE GROUND BAR ARE BOTH PRESENT, THE CELL SITE REFERENCE SUPPRESSION GROUND BAR MUST BE CONNECTED TO THE HATCH-PLATE AND DEVICE TO THE INTERIOR GROUND RING USING (2) #2 STRANDED GREEN T 1 1 T INSULATED COPPER CONDUCTORS. D Q EXTERIOR CABLE ENTRY PORT GROUND BARS: LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING. BOND TO GROUND RING \O WITH A #2 SOLID TINNED COPPER CONDUCTORS WITH AN P.MARSHALL&ASSOCIATES Rl 1 1 EXOTHERMIC WELD AND INSPECTION SLEEVE (ATT-TP-76416 7.6.7.2). SECTOR GROUND BAR SECTOR GROUND BAR SECTOR GROUND BAR 1 1 t DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFIER REPLACEMENTS OR ADDITIONS, BREAKER I I I DISTRIBUTION CHANGES, BATTERY ADDITIONS, BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC L I J CONVERTER SYSTEMS IT SHALL BE REQUIRED THAT SERVICES P 7 2 1 1 - CONTRACTORS VERIFY ALL DC POWER SYSTEMS ARE EQUIPPED WITH MASTER DC SYSTEM RETURN GROUND CONDUCTOR FROM J TOWER TOP COLLECTOR GROUND BAR t THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY BU #: 855861 CONNECTED TO THE CELL SITE REFERENCE GROUND BAR PER PFAFFLE TP76300 SECTION H 6 AND TP76416 FIGURE 7-11 MIDPOINT GROUND BAR REQUIREMENTS. (AS NEEDED) 8540 SOUTHWEST PFAFFLE STREET TIGARD, OR 97223 TOWER EXIT GROUND BAR 1 " I A I I REV DATE DESCRIPTION TOWER GROUND RING 2/15/22 PRELIMS L T 0 3/16/22 FOR CONSTRUCTION I I 4 EQUIPMENT GROUND RING I- EXISTING SHELTER NEW GROUND EQUIPMENT (SEE SHEET C-1.2 FOR MODEL AND T QUANTITY) ,, .• DESIGNED:JLB DRAWN: JLB I I 1 id _ CHECKED: PWM I I JOB #: INTERIOR SHELTER GROUND LOOP I �-3;,z� < 21 CCA06M-0138 L� \- 1 EXPIRES:6/30/2022 ' I \ - CELL REFERENCE GROUND BAR { _ T T GROUNDING I I I L 1- 4 4 J SCHEMATIC GROUNDING SCHEMATIC G-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 #2 SOLID TINNED YA3C-2TC38 3/8'- 16 NC SS 2 BOLT 0 o O 0 00 00000000000 0 0 o 0000 0 0 00 0000 ' #2 STRANDED YA2C-2TC38 3/8'- 16 NC SS 2 BOLT 0 o 0 000 0000000000 o 0 o 0 0000 00 00000 0 #2/0 STRANDED YA26-2TC38 3/8"- 16 NC SS 2 BOLT 0 000 0000000000000000 © TL #2SOUDTINNEDCOPPERCONDUCTOR 4/®STRANDED YA28-2N /2'- 16 NC SS2B®LT BURNDY GROUND LUG W/LONG BARREL HEAT SHRINK TO TOWER/SHELTER GROUND RING L (SEE CHART) (CLEAR) CROWN TWO HOLE LONG BARREL COMPRESSION TWO HOLE LONG BARREL COMPRESSION LUG(TYP) FOR BOTTOM GROUND BAR ONLY) LUG(TYP) NUT(TYP) LOCK WASHER(TYP) CASTLE . N0�- 1505 WESTLAKE AVENUE NORTH,SUITE 800 1. DOUBLING UP"OR STACKING"OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. GROUND SEATTLE,WA 98109 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 �• BOLTTY (SEE CHART)P) D...) A ®ANTENNA GROUND BAR DETAIL ®TOWER SHELTER GROUND BAR DETAIL BURNDY TWO HOLE LUG W/ / 4LONG BARREL • SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE \� (SEE CHART) , BARE WIRE TO BE TREATED WITH NO-OX AT BOTH ENDS P.MARSHALL&ASSOCIATES NOTE: STRANDED ALL GROUNDING LUGS ARE TO BE O (SEE CHART) INSTSPECIFICATIONS.ED PER ALLLUHARDWARESBOLTS, 3/8-11z1"TAMPER NUTS,LOCK WASHERS SHALL BE STAINLESS RESISTANT BOLT ' STEEL.ALL HARDWARE ARE TO BE AS (TYP) FOLLOWS: BOLT,FLAT WASHER,GROUND 2 #6 MIN.FROM ANTENNA BAR,GROUND LUG,FLAT WASHER AND CABLE GROUND KIT INSULATORS ro \ SEE NOTE 2. ./p NUT. ro ro ro b ro b ro p o fil BU #: 855861 WALL BRACKF 0 0 MECHANICAL LUG CONNECTION PFAFFLE 0 0 0 ®SCALE: NOT TO SCALE 8540 SOUTHWEST PFAFFLE STREET Cr6 GROUND BAR ON SHELTER.ICE I BRIDGE,OR ON ANTENNA TOWER — O 0 TIGARD, OR 97223 .�1r1r1 /—\ 0 0 000QOOO 000OQOQOOQ , ° o 0 O �1 O O O O O O O O Off\ O / UNIVERSAL COPPER Q Q Q Q Q Q Q Q Q Q t/ 0 GROUND BAR(4"z20') 1 // STAINLESS STEEL BOLT \J A/ LOCK WASHER (�� 4 (TYP) P/N MIUtog_ (TYP) STAINLESS STEEL REV DATE DESCRIPTION TWO-HOLE FLAT WASHER A COMPRESSION LUG 2-HOLE CRIMP/ (TYP) A 2/15/22 PRELIMS TWO HOLE LUG,OR EXOTHERMIC J — GROUNDING SHALL BE ELIMINATED�— COMPRESSIONCFPWELD TO BE USED WITH#2 BARE WHEN GROUND BAR IS I CONDUCTOR WIRE TO BUILDING ELECTRICALLY BONDED TO METAL CONNECTOR 0 3/16/22 FOR CONSTRUCTION SERVICE GROUND OR GROUND RING TOWER — NOTES: GROUND 1. DOWN LEAD(HOME RUN)CONDUCTORS ARE jga TO BE INSTALLED ON CROWN CASTLE USA INC. BAR TOWER,PER THE GROUNDING DOWN CONDUCTOR POUCY OAS-STD-10091. NO MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION,CAD-WELDING ON THE TOWER AND/OR IN THE STAINLESS STEEL AIR ARE NOT PERMITTED. FLAT WASHER STAINLESS STEEL (TYP) 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL BELLVILLE WASHER STAINLESS STEEL NUT USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. (TYP) (TYP) SINGLE CONNECTOR AT GROUND BARS GROUNDWIRE INSTALLATION GROUND BAR DETAIL STAINLESS STEEL BOLT CD SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE STAINLESS STEEL </ FLAT WASHER V \ DRAGON TOOTH WASHER (TYP) STEEL C 2-HOLE CRIMP/o COMPRESSION STAINLESS STEEL WEATHERPROOFING KIT CONNECTOR FLAT WASHER izi (SEE NOTE 3) I J ( ) .—. COAX JUMPER / STAINLESS STEEL ` STAINLESS STEEL NUT ANTENNA CABLE NOTE:MINIMUM OF S S NUT 3 THREADS TO BE (TOP) BELLVILLE WASHER (TYP) DESIGNED:JLB VISIBLE (TYP) TO ANTENNA VISIBLE SINGLE CONNECTOR AT STEEL OBJECTS DRAWN: JLB . S/S SPLIT WASHER CHECKED: PWM CABLE 2 HOLE LONG (TYP) CONNECTOR BARREL TINNED STAINLESS STEEL SOUR COPPER SELF-DRILLING STAINLESS STEEL prBON FLAT WASHER WEATHERPROOFING KIT LUG S/S FLAT META_SCREW �� i0.iA( JOB #: #6 STRANDED COPPER GROUND (SEE NOTE 3) (TYP) (TYP) WASHER (TYP) (TOP) 470�yn.N",,�, WIRE / ,' 21CCA06M-0138 IXPIRES: 6/30/2022 (GROUND TO GROUND BAR) SEE CABLE GROUND KIT 2-HOLE CRIMP/ „_,_ NOTES 1 &2 COMPRESSION TIN COATED SOLID CONNECTOR COPPER BUS BAR S/S FLAT NOTES: WASHER DRAGON TOOTH WASHER METALLIC OBJECT 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CHERRY INSULATOR ( ) ( ) GROUNDING GROUND BAR. INSTALLED IF REQUIRED S/S BOLT SINGLE CONNECTOR AT METALLIC STEEL OBJECTS DETAILS 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE (TOP) / MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. CD S AB LEE NOT TO SCALE SCALE: ®SCALED NOT TO SCALE OSCAL HARDWARE N TDETAIL SCAFOR EXTERIOR CONNECTIONS G 2 Diagram-Sector A Diagram File Name-WAT4340406_SectorAv1jpg Atoll Site Name- ORL00121 Location Name- PFAFFLE Market- OREGON Market Cluster- SEATTLE/OREGON/NO. ID Comments: Sector A Ant Pos 1 Ant Pos 3 Ant Pos 4 NNHH-65C-R4 , NINH4-65D R6 1 AEOK '4' '1'i '..' , ',', ''', .:s` I,.' I , RE7 In . 7 RET I 1 3 2 3 4 5 5 7 8 9 10 11 12 , TJ- 48:79 900/AWS CS-- 000IAWS 850 850 850 850 WCS C5—. AEQ1.1 700 '-I..nn 700 iv 1900/AW 1900/AW1. -111r-111r-111r- e1A r5 c a te RRH 474R 85 1.60i5J. RRH4x25-81C5-45 NrScale Dual RRH 4T4R 812134A1r5rale Dual RRH 4T4R 825/13F V 501 I I WYCSI 320W AHLE3A 320W AHFI8 (/001 I 1,300) -T. 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I Discipion Nagai lily MAT Tho scorr.vx 4rots Ne 074Sbfutt eN....42,,,2 . . OFFICE COPY VALIDITY OF PERMIT • CITY OF TIGARD , THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION REVIEWED FOR CODE COMPLIANCE DOCUMENTS AND OTHER Approved[.) ] DATA SHALL NOT PREVENT OTC: [ ] THE CODE OFFICIAL FROM REQUIRING THE CORRECTION Permit#: C • — • — a' nO • OF ERRORS.OSSC 105.4 Address: Suite#: By: Date: y-' 1 9 0 SRECIAI .; _}, .t,: ` I f EUIRED State of Oregon Structural `pecialty Code ❑ Concrete and Reinforcing Steel ❑ Bolts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame ❑ Reinforcing Steel&Prestressing Steel Tendons Structural Welding U S ccl O ✓ !A High-Strenght 2olting l ee d e. ❑ Structural Masonry ❑ Reinforced Cy_i;su>m Concrete ❑ lnsulats 5g Cc. Fill ❑ Spray Ap,:; ,p,sistive Materials ❑ Pilings, ?icy. md Caissons ❑ Shotcre,i: ❑ Special r Excavation and Filling ❑ Other