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RECEIVEDil LT Mobile.. vim ;'� '7 s ■ • ■ ■ i (I) 1 CITY tJFTIGAfV 8960 ALDERWOOD PORTLAND,OR97220D BUILDING DIVISOI T-MOBILE SITE NUMBER: P008063A SPRINT (LEGACY) ID: P003XCO28 T-MOBILE SITE NAME: HWY 217 & GREENBURG SITE ADDRESS: 9600 SW OAK ST, T-MOBILE PROJECT: SPRINT RETAIN TIGARD, OR 97223 smart T-MOBILE SITE TYPE: ROOFTOP JURISDICTION: CITY OF TIGARD T-MOBILE BUILDING HEIGHT: 62'-6" 11232 120TH AVE NE,SUITE 204 KIRKLAND,WA 98033 PLANS PREPARED BY: SITE INFORMATION AERIAL MAP AREA MAP DRAWING INDEX BUILDING OWNER KING CAPITAL INVESTMENTS LLC V ... .� " vx SHEET# SHEET DESCRIPTION � y ' Kimley>>>Horn SITE ADDRESS: 9600 SW OAK ST -, q w r . T-1 TITLE SHEET k TIGARD,OR 97223 t,: i , - '' ,":' • T-2 GENERAL NOTES COA#954 COUNTY: WASHINGTON COUNTY V-1 PARCEL MAP 421 FAYEI' EVII I,F ST,SUITE 600 I RALEIGH,NC 27601 ZONING: MUE-1 � „ .e€ k, I C-1.1 OVERALL SITE PLAN TAX ACCOUNT NUMBER 1S135BD00100 :^ . = . xi C-1.2 EXISTING EQUIPMENT PLAN AREA OF CONSTRUCTION: EXISTING C-1.3 FINAL EQUIPMENT PLAN 44' R REV:a DATE:=DESCRIPTION: BY: LATITUDE: 45.44364361°N ' z "� - C-2,1 TOWER ELEVATIONS k sw' '1 LONGITUDE: -122.77486080°W , C-2.2 ANTENNA PLANS GROUND ELEVATION: 178.2 FT s" '� """ ""Y' " , C-3 ANTENNA SCHEDULE LAT/LONG TYPE: NAD83 ' SITE)■■. C-4 PLUMBING DIAGRAM JURISDICTION: CITY OF TIGARD ar c w� ' OCCUPANCY CLASSIFICATION: U - '' , C-5 EQUIPMENT SPECIFICATIONS TYPE OF CONSTRUG I ION: LID y V C-6 EQUIPMENT SPECIFICATIONS A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION + C-7 EQUIPMENT SPECIFICATIONS 0 04/07/21 ISSUED FOR CONSTRUCTION ECW • �' & a `� C-8 EQUIPMENT SPECIFICATIONS A 03/04/21 ISSUED FOR REVIEW ECW PROPERTY OWNER KING CAPITAL INVESTMENTS LLC � ��p �)ti se DRAWN BY: CHECKED BY: 19250 NE PORTAL WAY s C-9 EQUIPMENT SPECIFICATIONS PORTLAND,OR 97230 ECW KBF C-10 EQUIPMENT SPECIFICATIONS CARRIER/APPLICANT: T-MOBILE ? KHA PROJECT NUMBER C-11 EQUIPMENT SPECIFICATIONS 8960 NE ALDERWOOD ROAD '�` a KHCLE-5564 PORTLAND,OR 97220 G-1 GROUNDING DIAGRAM ,{"`� �i6 G-2 GROUNDING DETAILS v P(�O G-3 GROUNDING DETAILS \��0)�G`N F *,sN Zr./ 7 NO SCAI,1'. NO SCALE 95062 P r SCOPE OF WORK APPLICABLE CODES/REFERENCE DOGS OREGON , ,. T-MOBILE IS PROPOSING TIC MODIFICATION OF AN EXISTING WIRELESS TFI.1 COMMUNICATIONS FACILITY AS FOLLOWS: AIy WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE �% �� 0 �^C� EQUIPMENT AREA SCOPE OF WORK 7. INSTALL NEW H-FRAME W/3 I ICS 2.0 JUNCTION BOXES CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING f 2 Ate' CALL OREGON ONE CALL - 1. REMOVE SPRINT MBBS&BATTERY CABINET 8. INSTALL NEW H-FRAME W/200A PCC, CHARLES CUBE,& AUTHORITIES.NOTHING IN THESE PLANS'IS TO BF 1 I T ""'/C'111 h E���C` (800)332-2344 �, 2. REMOVE EXISTING H-FRAME,PPC,METER,&GENERATOR RELOCATED SERVICE DISCONNECT&T-MOBILE CONFORMING TO THESE CODES 411 1 i/�b I/1 CALL 3 WORKING DAYS I�� P DISCONNET DISCONNECT CODE TYPE 14111 LI BEFORE YOU DID ,-/ 3. REMOVE EXISTING GENERATOR DISCONNECT IN 9. INSTALL PANLOC AND UPGRADED WIRING IN EXISTING BUILDING 2 FOR GODS COMPLIAL�C 3 Ei:i'(PES: 12-31-2021 PARKING GARAGE CONDUIT MECHANICAL 2018 OMSC(2018 M PROJECT INFORMATION. 4. INSTALL HPI3&LB3 CABINETS 10. INSTALL EME/RF SIGNAGE AT EACH SECTOR&INTERIOR FT FCTRICAL 20� J5 INSFTALL(2)AMIA,(2)ASIB,(2)ASIK,(3)ABIA,(4)ABIL,(3)ABIC, OF ROOF ACCESS FIRE 201�� F (2018 IFC) 1 I •PROJECT TEAM (1)IXRe V2 ROUTERNSID SMF,(1)VOLTAGE BOOSTER W/3 AMPLIFIERS,&CSR 11. INSTALL NEW GRATING&12. INSTALL NEW SIGHT SIGNAGE ON HPLE OCATE NDUIT RUNS V (�. P008063A \&E FIRM: KIMLEY-HORN&ASSOCIATES,INC. COA:954 6. INSTALL LED LIGHT W/TIMER&GFCI ON NEW POST 13. INSTALL NEW LOCKS ON ALL CABINETS REFERENCE DOCUMENTS: Permit tlTL^^ .1 � Q�+ HWY 217 & GREENBURG 3875 EMBASSY PKWY,SUITE 280 RFDS REVISION: 1 J AKRON,OH 44333 ANTENNA SCOPE OF WORK: 4. INSTALL(3)AEHC&(3)FFVV ANTENNAS 9600 SW OAK ST 1. REMOVE SPRINT ANTENNAS&(9)SPRINT RADIOS 5. INSTALL (3)AHLOA& 3 AHFIG RRUs DATED: 12/0 (� O , (�tCSS. 9� �G �� TIGARD,OR 97223 KEVIN.CLEMENTS@KIMLEY-HORN.COM 2. REMOVE EXISTING COAX&HYBRID CABLES 6. INSTALL(2)PV-SMART'-MSK3D ON APLHA AEHC AND BETA /�Ij SMARTLINK 11232 120TH AVE NE,SUITE 204 3. INSTALL(3)HCS 2.0 HYBRID CABLES W/PENDANTS FFVV ANTENNAS 3wtY lt= CONTACT: KIRI{LAND,WA 98033 -' -D� ��� SHEET TRLE: CHRISTOPHER FORSBERG-PROJECT MANAGER DRIVING DIRECITONS CHRISTOPHER FORSBERG@SMARTLINKGROUP.COM SITE ACQUISITION: MICHAEL BIRNDORF 1. GET ON I-205 S FROM NE 92ND DR,NE COLUMBIA BLVD AND 5. TAKE EXIT 292 FOR OR-217 N TOWARD KRUSE WAY/LAKE , TITLE SHEET (503)421-2251 NE KILLINGSWORTH ST OSWEGO MICHAEL.BIRNDORF@SMARTLINKGROUP.COM 2. MERGE ONTO I-205 S 6. KEEP RIGHT AT THE FORK AND MERGE ONTO OR-217 N 3. TAKE EXIT 21B TO MERGE ONTO I-84 W/US-30 W TOWARD 7. TAKE EXIT 5 TOWARD GREENBURG RD s SHEET NUMBER. ZONING: MICHAEL BIRNDORF PORTLAND 8. USE THE RIGHT LANE TO TURN RIGHT ONTO SW THE POWER DESIGN FOR ANY AC FL FCTRICAL POWER CHANGES IS TO BE PERFORMED BY (503)421-2251 4. USE THE LEFT 2 LANES TO MERGE ONTO I-5 S TOWARD GREENBURG RD OTHERS AND IS SHOWN HERE FOR REFERENCE PURPOSES ONLY.T-MOBILE IS SOIELY T-1 MICHAEL.BIRNDORF@SMARTLINKGROUP.COM SALEM 9. TURN RIGHT ONTO SW OAK ST.DESTINATION IS WILL BE ON RESPONSIBLI-FOR THE ELECTRICAL.POWER DESIGN. THE RIGI 11' GENERAL NOTES: DIVISION 3-CONCRETE: DIVISION 5-STRUCTURAL STEEL: 1. OWNER FURNISHED MATERIALS,T-MOBILE'THE COMPANY WILL PROVIDE AND THE GENERAL NOTES(CONTD): {/�� 1 1. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE CONTRACTOR WILL INSTALL: 1. DETAIL,FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE ■ • V1. � ■ a m 4000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH THE LATEST RISC MANUAL OF STEEL CONSTRUCTION(ASD),AWS D1.1,AND THE 10. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM A. BTS EQUIPMENT FRAME(PLATFORM)AND ICEBRIDGE AND VERTICALLY PRIOR TO START OF CONSTRUCTION.ANY DISCREPANCIES OR BASIC BUILDING CODE.STRUCTURAL STEEL SHALL BE AS FOLLOWS: SHELTER(GROUND BUILD/CO-LOCATE ONLY) C172,ASTM C31 AND ASTM C39 UNLESS OTHERWISE NOTED. DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY A.ASTM A36,GRADE 36;ROLLED STEEL,RODS,PLATES, 8960 ALDERWOOD ROAD 8. AC/TELCO INTERFACE BOX(PPC) REPORTED TO THE PROJECT MANAGER FOR RESOLUTION AND INSTRUCTION,AND U-BOLTS AND ANCHOR BOLTS. C. ICE BRIDGE(CABLE TRAY WITH COVER)(GROUND BUILD/CO-LOCATE 2. CONCRETE FOR ALL FOUNDATIONS:540 LBS PER CUBIC YARD OF PORTLAND,OR 97220 NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND CONCRETE MINIMUM CEMENT CONTENT FOR 1-INCH MAXIMUM SIZE B. ASTM A325 BOLTS,BEARING TYPE • ONLY,GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) CORRECTED BY THE ARCHITECT/ENGINEER.FAILURE TO SECURE SUCH D. TOWERS,MONOPOLE AGGREGATE,SLUMP RANGE 3 INCHES TO 5 INCHES,TOTAL AIR CONTENT 4 C.ALL STEEL SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND PERCENT TO 7 PERCENT BY VOLUME.AIR ENTRAINING ADMIXTURE REQUIRED TO E. TOWER LIGHTING EXPENSE. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE F. GENERATORS&LIQUID PROPANE TANK CONTROL TOTAL AIR CONTENT,WATER REDUCING ADMIXTURE PERMITTED TO REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE COMPLETE. G. ANTENNA STANDARD BRACKETS,FRAMES,AND PIPES OBTAIN SLUMP OVER 3-INCHES. 3. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE FOR MOUNTING. 11. CONTRACTORS SHALL CLEAN ENTIRE SITE AFTER CONSTRUCTION SUCH THAT NO 3. ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST ENGINEER,AND T-MOBILE PROJECT MANAGER IN WRITING H. ANTENNAS(INSTALLED BY OTHERS) PAPERS,TRASH,DEBRIS,WEEDS,BRUSH,OR ANY OTHER DEPOSITS REMAIN.ALL EDITION OF THE AMERICAN CONCRETE INSTITUTE(ACI 318)BUILDING CODE 4. TIGHTEN HIGH STRENGTH BOLTS TO A SNUG TIGHT CONDITION WHERE ALL PLIES smart k I. TRANSMISSION LINE MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE PROPERLY REQUIREMENTS FOR REINFORCED CONCRETE AND(ACI 301)STANDARD J. TRANSMISSION LINE JUMPERSIN A JOINT ARE IN FIRM CONTACT BY EITHER DISPOSED OF OFF-SITE BY THE CONTRACTOR. SPECIFICATION FOR STRUCTURAL CONCRETE. K. TRANSMISSION LINE CONNECTORS WITH A. A FEW IMPACTS OF A IMPACT WRENCH WEATHERPROOFING KITS 12. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH 4. REBARS SHALL BE ASTM A-615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH B. THE FULL EFFORT OF A PERSON USING A SPUD WRENCH. • L. TRANSMISSION LINE GROUND KITS LOCAL GAS,ELECTRIC,TELEPHONE,AND ANY OTHER UTILITY COMPANIES HAVING OF 60,000 PSI(40,000 PSI GRADE MAY BE USED FOR TIES&STIRRUPS). M. HANGERS JURISDICTION OVER THIS LOCATION. 5. WELDING 11232120TH AVE NE,SUITE 204 N. HOISTING GRIPS WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. A.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS.CERTIFICATION DOCUMENTS KIRKLAND,WA 98033 O. BTS EQUIPMENT 13. DURING CONSTRUCTION,THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF UTILITIES OF THE BUILDING/SITE WITHOUT INTERRUPTION.SHOULD IT BE 5. DETAILING SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF REQUESTED. 2. CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING: NECESSARY TO INTERRUPT ANY SERVICE OR UTILITY,THE CONTRACTOR SHALL DETAILING REINFORCED CONCRETE STRUCTURES(ACI STD-315 LATEST EDITION). B.WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL MB PLANS PREPARED BY: SECURE PERMISSION IN WRITING FROM THE BUILDING/PROPERTY OWNER FOR CONFORM TO ASTM A-233,E70 SERIES.BARE ELECTRODES AND GRANULAR FLUX SUCH INTERRUPTION,AT LEAST 72 HOURS IN ADVANCE.ANY INTERRUPTION 6. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4".UNLESS OTHERWISE NOTED. USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE SHALL BE MADE WITH A MINIMUM AMOUNT OF INCONVENIENCE TO THE COMPLETE INSTALLATION OF THE SITE INCLUDING,BUT NOT LIMITED TO,SUCH 7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED C.FIELD WELDING SHALL BE DONE AS PER AW3D1.1 REQUIREMENTS VISUAL Ki m I e >>>H o r n BUILDING/PROPERTY OWNER AND ANY SUCH SHUTDOWN TIME SHALL BE MATERIALS AS FENCING,STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR IN POSITION.LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE INSPECTION IS ACCEPTABLE. COORDINATED WITH THE BUILDING/PROPERTY OWNER. PLATFORM,ROOFING LABOR AND MATERIALS,GROUNDING RINGS,GROUNDING DRAWINGS.THE FOLLOWING MINIMUM COVER(INCHES)FOR REINFORCEMENT 6.PROTECTION • WIRES,COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S),BUSS BARS, 14. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING SHALL BE PROVIDED,EXCEPT AS NOTED ON DRAWINGS. A.UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE,TEMPORARY COA#954 CONSTRUCTION.EROSION CONTROL MEASURES,IF REQUIRED DURING AND PAINT ANY FIELD CUTS,WELDS,OR GALVANIZED BREAKS WITH ELECTRICAL POWER,CONDUIT,LANDSCAPING COMPOUND STONE,CRANES,CORE MINIMUM COVER(INCHES) 421 FAYETTEVII-IE ST,SUITE GOO CONSTRUCTION. ZINC BASED PAINT.COLOR TO MATCH THE GALVANIZING PROCESS. DRILLING,SLEEPERS AND RUBBER MATTING,REBAR,CONCRETE CAISSONS,PADS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH...3" RALEIGH,NC 27601 AND/OR AUGER MOUNTS,MISCELLANEOUS FASTENERS,CABLE TRAYS, EXPOSED TO EARTH OR WEATHER: NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR 15.CONTRACTOR SHALL SUBMIT AT THE END OF THE PROJECT A COMPLETE SET OF #6 THROUGH•18...2" DIVISION 13-SPECIAL CONSTRUCTION REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND AS BUILT DRAWINGS TO T-MOBILE'S PROJECT ENGINEER. i5 BAR AND SMALLER...1-1/2" SPECIFICATIONS. ANTENNA INSTALLATION IT IS THE POSITION OF T-MOBILE TO APPLY FOR PERMITTING AND CONTRACTOR B.TESTS a REV:s DATE:>�DESCRIPTION:sl��BY:■ 16.GC WILL NOT START THE CONSTRUCTION UNTIL AFTER THEY RECEIVE THE PRE CON CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. PACKAGE AND HAVE A PRE CON WALK WITH THE PROJECT MANAGER. 1.WORK INCLUDED: ENGINEER AS THE WORK PROGRESSES.FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT A.ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY T-MOBILE UNDER A - 3. T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE DIVISION 2 - SITE WORK: IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION WAREHOUSE,NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED,STORED, CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS.ERECTION SUB- -__-- UNCRATED,PROTECTED AND INSTALLED BY THE A.FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL AND - ___ 1. THE CONTRACTOR SHALL CALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. TWO SHALL BE TESTED @ THREE DAYS,TWO©TWENTY-EIGHT DAYS.THE FIFTH CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE EQUIPMENT IN ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES B.INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND T-MOBILE SPECIFICATIONS. • OPERATION,READY FOR USE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CYLINDER SHALL BE KEPT SEPARATELY,IF REQUIRED TO BE USED IN THE FUTURE. WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES,AND THE EQUIPMENT AFTER PICKING UP. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE B.ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND C.INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. --- CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. 0 04/07/21 ISSUED FOR CONSTRUCTION ECW 4. ALL EQUIPMENT FURNISHED AND WORK PERFORMED UNDER THE CONTRACT RELOCATED AS DIRECTED BY THE PROJECT MANAGER.EXTREME CAUTION SHOULD D.INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND - -- BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR PROVIDE PRINTOUT OF THAT TEST. A 03/04/21 ISSUED FOR REVIEW ECW DOCUMENTS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS OR C.ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. WORKMANSHIP FOR A PERIOD OF ONE(1 j YEAR FROM THE DATE OF FINAL NEAR UTILITIES.CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE PROPERTY. DRAM BY: CHECKED BY: ACCEPTANCE,UNLESS NOTED OTHERWISE.ANY FAILURE OF EQUIPMENT OR WORK WORKING CREW.THIS WILL INCLUDE BUT NOT LIMITED TO: E.CONTRACTOR SHALL PROVIDE FOUR(4)SETS OF SWEEP TESTS USING ANRITZU- ECW KBF DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THE 9.PLACING CONCRETE PACKARD 8713E RF SCALAR NETWORK ANALYZER.SUBMIT FREQUENCY DOMAIN A. FALL PROTECTION REFLECTOMETER(FDR)TESTS RESULTS TO THE PROJECT MANAGER.SWEEP TESTS -KHA PROJECT NUMBER: CONTRACTOR AT NO COST TO THE OWNER. A.THE ENGINEER SHALL BE NOTIFIED NOT LESS THAT 24 HOURS IN ADVANCE OF B. CONFINED SPACE CONCRETE PLACEMENT,UNLESS INSPECTION IS WAIVED IN EACH CASE,PLACING OF SHALL BE AS PER ATTACHED RFS"MINIMUM FIELD TESTING RECOMMENDED I KHCLE-5564 1 C. ELECTRICAL SAFETY FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS"DATED 10/5/93.TESTING 5. ALL WORK,MATERIAL,AND EQUIPMENT SHALL COMPLY WITH ALL REQUIREMENTS CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER. D. TRENCHING AND EXCAVATION SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND V��� PR ���� OF THE LATEST EDITIONS AND INTERIM AMENDMENTS OF THE NATIONAL CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK,EMBEDDED PARTS,STEEL AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. K ELECTRICAL CODE(NEC).NATIONAL ELECTRICAL SAFETY CODE,OSHA,AND ALL REINFORCEMENT,FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PLACING HAVE 2. REMOVE FROM SITE/OWNER'S PROPERTY ALL WASTE MATERIALS,UNUSED ,t APPLICABLE FEDERAL,STATE,AND LOCAL LAWS AND ORDINANCES.ALL BEEN APPROVED,AND UNTIL FACILITIES ACCEPTABLE TO THE T-MOBILE ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE NEW EXCAVATED MATERIAL INCLUDING MATERIAL CLASSIFIED UNSATISFACTORY, REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF F.INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT g ,GIN -& s< CONTAMINATED OR DANGEROUS TRASH AND DEBRIS,AND DISPOSE OF IN A PER MANUFACTURER'S RECOMMENDATIONS.WEATHERPROOF ALL CONNECTORS Ui / OA (EXCEPT WHERE OTHERWISE NOTED)AND SHALL COMPLY WITH THE THE WORK AS SPECIFIED.CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. 'G/ !� LEGAL MANNER. REQUIREMENTS OF THE UNDERWRITERS'LABORATORIES(U.L.)AND BEAR THE U.L. ITEMS HAVE BEEN APPROVED AND T-MOBILE HAS PERFORMED A FINAL INSPECTION TERMINATE ALL COAXIAL CABLE THREE(3)FEET IN EXCESS OF ENTRY PORT Q- �T- LABEL AND GIVEN APPROVAL TO START PLACEMENT IN WRITING. 95062PE, lb3. ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES, LOCATION UNLESS OTHERWISE STATED. F WHICH INTERFERE WITH THE EXECUTION OF THE WORK,SHALL BE REMOVED B.PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. 6. T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL G.ANTENNA AND COAXIAL CABLE GROUNDING: • EQUIPMENT OR MATERIALS WHICH,IN HIS OPINION ARE NOT IN COMPLIANCE WITH NOT INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL 1.ALL EXTERIOR 96 GREEN GROUND WIRE"DAISY CHAIN"CONNECTIONS OR GO N THE CONTRACT DOCUMENTS,EITHER BEFORE OR AFTER INSTALLATION AND THE 10.PROTECTION OF ENGINEERING. ARE TO BE WEATHER SEALED WITH RFS CONNECTOR/SPLICE �. EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE A.IMMEDIATELY AFTER PLACEMENT,THE CONTRACTOR SHALL PROTECT THE CONCRETE WEATHERPROOFING KIT 1221213 OR EQUAL. REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO 4. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT FROM PREMATURE DRYING,EXCESSIVELY HOT OR COLD TEMPERATURES,AND O ��11-2a�� ��' COST TO THE OWNER OR HIS ARCHITECT/ENGINEER. MECHANICAL INJURY.FINISHED WORK SHALL BE PROTECTED. 2.ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT COVERED BY THE BUILDING OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM RUNS OF COAXIAL CABLE(NOT WITHIN BENDS). f� �+ SLOPE,FERTILIZED,SEEDED,AND COVERED WITH MULCH B.CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY /y NA E` ` 7. THE CONTRACTOR SHALL SUPPORT,BRACE AND SECURE EXISTING STRUCTURE AS t1�1'il REQUIRED.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF ANY CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND SPECIAL INSPECTIONS _11 EXISTING STRUCTURES DURING CONSTRUCTION.FIELD VERIFY ALL EXISTING 5. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING HARDENING OF CONCRETE. EXPIRES: 12-31-2021 DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTION. CONSTRUCTION.EROSION CONTROL MEASURES,AS REQUIRED DURING C.ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS(NOT PERIODIC)FINE PERIODIC SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH SECTION 1705.1.1 AND TABLE 1705.3 OFIM PROJECT INFORMATION: • CONSTRUCTION. THE 2018 AND 2015 IBC AND 2012 IBC;SECTION 1704.15 AND TABLE 1704.4 OF THE 2009 IBC,AS APPLICABLE.THE MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES.WATER SHALL BE CLEAN SPECIAL INSPECTOR MUST MAKE PERIODIC INSPECTIONS DURING ANCHOR INSTALLATION TO VERIFY ANCHOR 8. THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK TO BE AND FREE FROM ACID,ALKALI,SALTS,OIL SEDIMENT,AND ORGANIC MATTER. TYPE,ANCHOR DIMENSIONS,CONCRETE TYPE,CONCRETE COMPRESSIVE STRENGTH,ANCHOR SPACING, COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED BY THE GOVERNING CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. SUCCESSFUL CURING SHALL BE OBTAINED BY USE OF AN AMPLE WATER SUPPLY EDGE DISTANCES,CONCRETE MEMBER THICKNESS,TIGHTENING TORQUE,HOLE DIMENSIONS,ANCHOR P008063A AUTHORITIES.ANY WORK THAT IS ENCLOSED OR COVERED UP BEFORE SUCH EMBEDMENT AND ADHERENCE TO THE ON&THE CONTRACTOR SHALL ESTABLISH GRADE AND LINE STAKES PRIOR TO CONSTRUCTION. UNDER PRESSURE IN PIPES,WITH ALL NECESSARY APPLIANCES OF SPRINKLERS,AND SPECIAL INSPECTOR MUST BE PRESENT IASINSTALLATIONUFACTURER'S PRINTED W OFTEN AS REQUIRED IN AC CORDANCE ANCE WITH THE"STATEMENT OF INSPECTION AND TEST SHALL BE UNCOVERED AT THE CONTRACTOR'S EXPENSE; SPRAYING DEVICES. SPECIAL INSPECTION."UNDER THE IBC,ADDITIONAL REQUIREMENTS AS SET FORTH IN SECTIONS 1705,1706 NM'217 &GREEN BU RG AFTER IT HAS BEEN INSPECTED,THE CONTRACTOR SHALL RESTORE THE WORK TO AND 1707 MUST BE OBSERVED,WHERE APPLICABLE,PER ICC-ESR i 3037" ITS ORIGINAL CONDITION AT HIS OWN EXPENSE. KIMLEY-HORN DOES NOT GUARANTEE OR WARRANT THAT THE AFOREMENTIONED ELECTRICAL NOTES: 9600 SW OAK ST EASEMENTS ARE SUFFICIENT FOR CONSTRUCTION TRAFFIC.GC SHALL CONSULT WITH A TIGARD,OR 97223 9. ALL EXISTING UTILITIES,FACILITIES,CONDITIONS,AND THEIR DIMENSIONS SHOWN T-MOBILE REPRESENTATIVE AND LANDLORD WITH EXACT LOGISTICS TO FACIUTATE 1.ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICALCONTRACTOR. STRUCTURAL DESIGN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS.THE CONTRACTIBILITY OF THE SITE AND DELIVERY OF CRITICAL MATERIALS SUCH AS THE TOWER, SHALL BE PERFORMED BY GENERAL CONTRACTOR.ELECTRICAL CONTRACTOR SHALL ENSURE THAT STEEL,CONCRETE AND CRANES TO THE PROPOSED LEASE AREA.GC SHALL RESTORE SITE TO ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE CODES AND NATIONAL ELECTRICAL ARCHITECT/ENGINEER AND OWNER(T-MOBILE)ASSUME NO RESPONSIBILITY CODE. ORIGINAL CONDITIONS AND REPLACE ANY AND ALL DISTURBED TREES OR LANDSCAPING. MO SHEET TITLE:- -4_ • WHATEVER AS TO THE PROFICIENCY OR ACCURACY OF THE INFORMATION SHOWN 2.ALL SUGGESTED ELECTRICAL ELEMENTS(SUCH AS BREAKER SIZES,WIRE SIZES,CONDUITS SIZES ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. ARE FOR ZONING PURPOSES ONLY.IT IS THE RESPONSIBILITY TO OF THE ELECTRICAL CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING FYA/'T LOCATION OF ALL KIMLEY-HORN IS NOT RESPONSIBLE FOR THE MAINTENANCE AND/OR OPERATIONAL FEASIBILITY. TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL CODES AND PASS ALL APPLICABLE AND GENERAL NOTES SAID UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION.CONTRACTOR NECESSARY INSPECTIONS.IN SOME EVENTS,IT MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE CAPACITY OF THE EXISTING SERVICE.THIS IS NOT THE RESPONSIBILITY SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION OF KIMLEY-HORN.IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING SCOPE OF WORK FOR THESE PLANS DOES NOT INVOLVE VALUE ENGINEERING AS WELL AS -SHEET NUMBER: AFFECTED UTILITIES. MAINTAINABILITY OPERATIONS OF THE SITE,ACCESS OR UTILITIES. 3.CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY LINES PRIOR TO CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILITIES AND GROUND LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN THE COURSE OF CONSTRUCTION. T-2 SIIF_PI AN_1159T AWE. PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS. KIMLEY-HORN HAS NOT COMPLETED A SITE SURVEY AND . ! e ■ B 0 THEREFORE MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. 8960 ALDERWOOD ROAD PORTLAND,OR 97220 smart 11232120TH AVE NE,SUITE 204 KIRKLAND,WA 98033 SW OAK STREET -PLANS PREPARED BY: Alk L -. APPROXIMATE LOCATION OF PROPERTY LYE **** r-- S. Kimley>>>Horn • h. N COA#954 421 FAYETTEVII.T F ST,SUITE 600 ♦ ao �7 APN: 151358D00100 1 RALEIGH,NC 27601 ♦ /// ZONING: MUE-1 1 ♦ A , IS. r REV:a DATE:®DESCRIPTION:®BY:a 0 j f T1 lb \ `="(.0 BUILDING(TYP)-- 1 ♦• ' > 0 04/07/2T ISSUED FOR CONSTRUCTION ECW �/� . —, / A 03/04/21 ISSUED FOR REVIEW ECW '$2, 1 LT- DRAVM BY CHECKED KBF '9� *PH SPRINT EQUIPMENT I KHA PROJECT NOKHCLE-5564 PLATFORM - REFER TO _ _ >> ♦♦ PROPOSED S EET C-I — 1 (jj .) PROF \ , � � _ • T 1T ' \��ti� G1NF �st61/0 �`'� Y1H IIIW4 1 I I 1 1 1 1III �5062P ♦ I •\ lh-tii.. ♦ ii I OR EGON . . \ r _ I I I I I I I I I -G °� � �o 11.24 �, cRP♦\ I CNAEL y�lzi ♦ P EXPIRES: 12-31-2021 ♦ 3, -PROJECT INFORMATION: ki ♦ I P008063A \4i HWY 217 & GREENBURG 9600 SW OAK ST ♦ / TIGARD,OR 97223 // ra SHEET TITLE: ♦ / ♦.. i PARCEL MAP ME SHEET NUMBER: O SITE PLAN , SCALE: I, r30'-0'(FULL SIZE) ( � V 30 15 30' 1'-60.-0'01x17) / SITE LEGAL DESCRIPTION' SITE PLAN DISCWMEIt ...ADD LEGAL D15CRIPTION" PROPERTY UNES AND STRUCTURES HAVE BEEN DIGRIZED FROM PREVIOUS PLAN HAS COMPLETED A SITESETS. KIMLEY-HORNSURVEY NOT SURVEY $a a aMVD•171e a a a THEREFORE MAKES NO CWMS AS TO 1 I�VJ 11 THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. 8960 ALDERWOOD ROAD PORTLAND,OR 97220 a '' (E) PARKING LOT(TYP) smartll 11232 120TH AVE NE,SUITE 204 y °�� KIRKLAND,WA 98033 al PLANS PREPARED BY T-110BLE ALMA - - - - , Kimle > Horn II Y 1 COA#954 421 FAYErrEVII I F ST,SUITE 600 I \ \ RALEIGH,NC 27601 ` - - — )1 ■REV:a DATE:as DESCRIPTION:MUM BY:IN `_ (E) 62'-6" ROOFTOP CO STAIRCASE M)T-HOB E GAMMA SECTOR. (E) T-MOBILE EQUIPMENT PLATFORM p 4-yOBLE BETA SECTOR. - REFER TO PROPOSED EQUIPMENT �^ ' T 0 04/07/21 ISSUED FOR CONSTRUCTION ECW l'iSHEET C-2.2 R DETAILS PLAN SHEET C-1.3 FOR DETA�.S $ FOR A 03/04/21 ISSUED FOR REVIEW ECW - ~"`r1 —DRAWN BY:®CHECKED BY:alall ( . I Ili I I ( - - - - ., ECW KBF ` I■ / I r I I s1 KHA PROJECT NUMBER - I ` _ IP1=1 k J I KHCLE-5564 Tri 1 _ I P e �•ti _z; �� LS' GtNE �p ar♦ — E�r C9. 2 \ _ ,62PE `,; OREGON .z 41/CNAEl-i OA Zi EXPIRES: 12-31-2021 s1 PROJECT INFORMATION: 7-1 P008063A HWY 217 & GREENBURG 9600SW OAK ST N TIGARD,OR 97223 ♦ \ \ —SHEET TITLE: OVERALL SITE PLAN -SHEET NUMBER OOVERALL SITE PLAN SCALE: ,-zo (FULL—o SIZE) v C-1 .1 INSTALLER NOTE; MIAs ARE TO BE INSTALLED INTERNALLY IN THE 600A SSC CABINET. IF NO 600A SSC CABINET IS ON SITE, AMIAs ARE TO BE SUBSTITUTED WITH ` ` IDENTIFYING APPROPRIATTOR E LOCATIONN WITHIN RESPONSIBLE BE FOR 'T ■ ■Mobi•le• ■ ■ T-MOBILE LEASE AREA FOR AMOS MOUNTING AND PROVIDE TO CONSTRUCTION MANAGER.AMOS LOCATIONS MUST BE APPROVED BY CONSTRUCTION 8960 ALDERWOOD ROAD MANAGER PRIOR TO INSTALLATION. PORTLAND,OR 97220 „ (E)SPRINT FEEDUNES ) smart i TOR ORI 11232 120TH AVE NE,SUITE 204 (E)STAEECASE ENCLOSURE KIRKLAND,WA 98033 (E) EQUIPMENT PLATFORM STEP s PLANS PREPARED BY: / E PLA, Kimley>>>Horn COA (i SPRNf BEU 421 , ,,,..EVU#954 ST,SUITE 600 OAM 70 _ RALEIGH,NC 27601 REMOVED PtA7FORM OPOiNO (E) H-FRAME TO i 1O(d BE FILLED wnl NEW BE BEHOVED GRATNO. (E) CONDUIT \ RUNS 7O BE RELOCATED 3 REV:i DATE: DESCRIPTION: BY:. PO MEIER (� N. V (f0 RE11PiED OSSca TO BE RELOCATED 1 IC lme0DoOEN�1,�r7OR ,` i BE REHwEn70 \Li1 .__ (E) SPRINT DISCONNECT To BE RELOCATED (E) SPRINT PPC TO BE REMOVED 0 04/07/21 ISSUED FOR CONSTRUCTION ECW Km costa TO E REMOVED A 03/04/21 ISSUED FOR REVIEW ECW Is DRAWN BY:SIIIII CHECKED BY:IllmosIIIM ECW KBF IS KHA PROJECT NUMBER s- :—(-)1 I I I KHCLE-5564 N-FBAYE s� MS - REJWI . ",' PROF�.S BaIFIy \�� ��G i N � S% �c9 (E) E>quP1EN.PLATFORM STEP dJ -�`` � 950 2PE of OREGO . . .. i 1-2a �gP�V /l'''L'HAEL , tit, EXPIRES: 12-31-21 12 s PROJECT INFORMATION: 1. P008063A HWY 217 & GREENBURG 9600 SW OAK ST TIGARD,OR 97223 -1 s SHEET TIT1E:s EXISTING EQUIPMENT PLAN s SHEET NUMBER: OEXISTING EQUIPMENT PLAN I/\I C-1 .2 SCALE: yr-r2•(FULL SIZE) v iNSTAI I FIrl IW AMIAs ARE TO BE INSTALLED INTERNALLY IN THE 7. \\\ 600A SSC CABINET. IF NO 600A SSC CABINET ISON SITE, AMIAs ARE TO BE T1� �/�+ IDENTIFYING APPROPRIATE LOCATION WITHIN .1 ]���I ki WITH AMOBs. CONTRACTOR SHALL BE RESPONSIBLE FOR ■ ■ • ■ i ■ i T-MOBILE LEASE AREA FOR AMOB MOUNTING AND PROVIDE TO CONSTRUCTION MANAGER. AMOB LOCATIONS MUST BE APPROVED BY CONSTRUCTION 8960 ALDERWOOD ROAD MANAGER PRIOR TO INSTALLATION. PORTLAND,OR 97220 (E) 62'-6' ROOFTOP '`, (POT-YOBLE FLD>71lES s m a rt l i n k (1) HCS LO HYBRID CABLE µ (E)CABLE TRAPS ROOM ') 11232 120TH AVE NE,SUITE 204 (E) STAIRCASE ENCLOSURE KIRKLAND,WA 98033 (E) EQUIPMENT PLATFORM STEP ,h (N) LED TECH FON PLANS PREPARED BY: (N) POST t/2 HOUR TIER FOR LIGHT!OFOI N IWITERPROOF HOUSING TO BE INSTALLED � (H) NE1N RATED HDFFIYIq BOX EN L PLATFORMKi m I ey>>>H o r n FOR LEC EQUIPMENT TO BE O INSTALLED ON(E) H-FRAME (N)T-MOBLE DELTA HPL3-- \L L COA#954 (N) H-FRAME TO BE NSTAL ED---, ', e00A CABINET TO BE INSTALLED 421 FAYE I 1 EVII.1.F ST,SUITE 600 (SEE PAGE C-6 FOR DETAILS) RALEIGH,NC 27601 (N)r-MOBILE EnUII+IENF TO BE INSTALLED OCR REDLINES FROM LEC ROUTER N 2' (2) S A CONDUIT WITH 1'INNER DUCT FOR FIBER (2)ASK 4 (4) SR LC TO LC(MO FIBER (1) FRP (2)SHIELDED CAT a (ALARMS) ABTA �i •REV: DATE:�DESCRIPTION: a er.a '� V (2) DC#10 THHN DC POWER CABLES 24 ABIL ( - ADC // A �QAMP _L - (N) 200A METER TO BE'STALLED I �� (EJ.ECIRICAI.DESIGN DOTE BY ) I -='• r- E ((N1�)T-MOBLE EQUIPMENT TO BE'STALLED (E) RELOCATED SERVICE DISCONNECT — \ `-(1000 (3) UNCTION BOLOS ON (N) H-FRAME —2 /f i (E) RELOCATED T-MOBILE DISCONNECT J d 0 04/07/21 ISSUED FOR CONSTRUCTION ECW / I i H A 03/04/21 ISSUED FOR REVIEW ECW __ O re � �DRAWN BY: CHECKED BY: I (N)T-(ELECTRICAL MOBLE 200 PPC I ECW KBF DEBT KHA PROJECT NUMBER: DONE BY OTHERS) KHCLE-5564 (IQ T-NOBLE DELTA _ \ �FCA� L83 BATTERY CARNETE. \\\ REyA' TO BE'STALLED C�� .c) PROP S nsLa1ON BOXES � TO REMLQN \C7 ��GINFF s�0 Q., 'S' tiv- (E) EQUIPMENT PLATFORM STEP T-NOBLE FEEDLIES ct 95062PE r (2) HCS 2A HYBRID CABLE OREGON -7/—0 11-2C)\'\v ls l F' CyA EL � �TO (TYP..) ,z% E)(PIRE a: 12-31-2021 PROJECT INFORMATION: s s I P008063A HWY 217 & GREENBURG 9600 SW OAK ST TIGARD,OR 97223 N.SHEET TITLE: FINAL EQUIPMENT PLAN i SHEET NUMBER: --------- Q FINAL EQUIPMENT PLAN ,Nl C-1 .3 SCALE: 1/2•-1'-0•(FULL SIZE) 2 1 2' 1/4'�1'-0'(11107NW (E)SPRINT EOl TRIM TO BE KNOW_ TOP OF ATRIUM (HIGHEST POINT) ANTENNAS (!TOTAL. 2 PER SECTOR) ELEV. = 76'-4' TRH. (0 TOTAL. 3 PEA SECTOR) T.O.EXISTING SPRINT ANT. k ELEV. _ 73'_6' .T - .Mobile . . . F. - EXISTING SPRINT ACL 0 `' - � ELEV. = 70-6 8960 AN OD ROAD PORTLAND, w TOP OF PARAPET OR 97220 l ELEV. = 64'-6' sr lTOP OF EXISTING ROOF 4, ELEV. = 62'-6' , A . . smarth= : / \ / 11232 120TH AVE NE,SUITE 204 KIRKLAND,WA 98033 / ` / ` -PLANS PREPARED BY: ) I) Kimley>>>Horn COA#954 - 421 FAYEl'I'EVII.I F ST,SUITE 600 RALEIGH,NC 27601 ■REV:-DATE:MINN DESCRIPTION: i;T a GROUND LEVEL k ELEV. = 0'-0' 0 EXISTING NORTH ELEVATION SCALE: NOT TO SCALE 0 04/07/21 ISSUED FOR CONSTRUCTION ECW (N)T-MODE ETiunieir TO eE NSALLED TOP OF ATRIUM (HIGHEST POINT) ANTENNAS (6 TOTAL, 2 PER SECTOR) ELEV - 76'-4- A 03/04/21 ISSUED FOR REVIEW ECW RRIN(0 TOTA. 2 PER SECTOR) —DRAWN BY:—CHECKED BY:1I - T.O. PROPOSED T-MOBILE ANT. 1 ELEV. = 74.-0- C ECW KBF PROPOSED T-MOBILE ACL f:KHA PROJECT NUMBER: n T ELEV. = 70'-0' KHCLE-5564 _F A JI 1A� TOP OF PARAPET ( — 1 r• TOP OF ELEV. =G6 ROOF �v��p p ©p`061 - 'r ° V��G1NE " �y `� 95062P `- / 4 _ OREGO . . / • / V �Q �,11-2ti��P�`� l/CHAEt. �' '4 ql:i / • / • EXPIRES: 12-31-2021 PROJECT INFORMATION: P008063A / \ / \ HWY 217 & GREENBURG 9600 SW OAK ST TIGARD,OR 97223 —SHEET TITLE: GROUND LEVEL A., BUILDING ELEV. - o'-D• ELEVATION 2 FINAL NORTH ELEVATION I.SHEET NUMBER (ID FINAL NOT TO SCALE C-2.1 i i T • •Mobile • • • (E) SPRINT EQUIPMENT TO BE REMOVED (2) ANTENNAS 8960 ALDERWOOD ROAD (3) RRHs PORTLAND,OR 97220 0 Eb gN II gwm `a} Al (E) SPRINT EQUIPMENT TO BE REMOVED A2 (2) ANTENNAS jy (E) SPRINT EQUIPMENT A3 J , (3) RRHs % TO BE REMOVED A4 B4 . (2) ANTENNAS 4:. smart (3) RRHs • win (E) SPRINT CABLES Cl TO BE REMOVED B3 11232 120TH AVE NE,SUITE 204 (E) MOUNT FRAME -- (E) SPRINT CABLES KIRKLAND,WA 98033 TO REMAIN TO BE REMOVED C2 • B2 m PLANS PREPARED BY BETAS EAR --�, /— C3 Ellof. Kimley>>>Horn (E) MOUNT FRAME-' C4 COA#954 TO REMAIN --(E) MOUNT FRAME 421 FAYETTEVII.IF ST,SUITE 600 TO REMAIN RALEIGH,NC 27601 (E) SPRINT CABLES--" TO BE REMOVED ■REV::DATE:-DESCRIPTION: BY:I• Q EXISTING ANTENNA PLAN (ALPHA) / i so EXISTING ANTENNA PLAN (BETA) I O EXISTING ANTENNA PLAN (GAMMA) � I SCALE: NOT TO SCALE v SCALE: NOT TO SCALE v, SCALE: NOT TO SCALENW 0 04/07/21 ISSUED FOR CONSTRUCTION ECW PANT ANTENNA AND EQUIPMENTI PAR ETIM T ANT AND EQUIPMENT PANT ANTENNA AND EOUIPLOiT _.. H NON-REFLECTIVE WITH NON-REFLECTIVE WITH NON�TTvE A 03/04/21 ISSUED FOR REVIEW ECW GRAY/MATCH COSMIC COLORING GRAY/MATCH EWIN0 COLORING ORAY/MATCN Emma COLORING —DRAWN BY:s CHECKED BY:-i=n=i1 tinUOBLE M°w►TO BE ECW KBF T-MOBLE M TDS To BE- ON DOSING COR1R PPE (N) OOIBOCOPE- 1 KHA PROJECT NUMBER. METALLED ON DIETING MOUNT PPE (3 TOM. 1 PER SECTOR) CONMBCOPE- F W-I C-R3-V1 [L�7 KHCLE-5564 (3 TOTAL. , PER SECTOR) �OQ- Ma-NOBLE RRH TO BE METALLED -.. �— ,a PR©F� — ((LIML))T-YOBLE PATTERN TO �M 00 T-YOBIE RRR TO BE INSTALLED , Ss NSTNLED ON EXISTING NN � '` Al -1/1.00131a BREAKOUT PROPOSED RF SIONACE FWO01)TA-NOBLE ANTENNA To BE �`� � G i N e�.� /O2 (3 TOTAL , PER SECTOR) ((TI��M)T YOBLE ANIDl TO BE n A3 A2 NSTNlED ON EIOSINO IIOUNf PPE IA- ON DOSING MOUNT PPE ��11 y NOIOA-ABC (3 TOW, 1 PER SECTOR) A4 �, (3 TOTAL. , PER SECTOR) 111111 PROPOSED RF SGMAOE ` • / O ® ((T��T-MCBaE BREAKOUT p� • • ' TICS 20 TRLM( /, B4 ��r\ PETDNIf TO BE INSTALLED O R E G O I V (TN BE NsrAum N C1 _\. TICS 20 TRUNL - C3j 0�`� �`�' (N) (2) IN-SMART-T/SIT3D cosmic CABLE TRAYS 7 1-2 �� STAND-OFFS a(►) z-7/BT•PPE Exuma CABLE 1RAYSL�A t PM :a-- NOUN %/3 c2 \` ` /CHIy E 1-� ' I� U LI (N)T-MOBILE RRH To BE INSTALLED7 EXPIRES: 12-31-2a�1 (N)T-MOBILE RRN To BE NSLRLLW J 82 NGa- G PROJECT INFORMATION: ___1 mi.. a ti C3 _� P008063A T- � � � '�, ,� T� `' ` HWY2178,GREENBURG illimmiimmw NOKIA-A►LLCA mi.. (N)T-MOBILE RM1 TO INSTALLEDC4 9600 SW OAK ST \.-\ ANTENNA TO BE T- E TIGARD,OR 97223 INSTALLED ON DOSING MOUNT PPE PROPOSED SIOIMAOE a (WWI/ TRUNK COMM COPE - _ IY TIE INSTALLED RI (3 TOTAL. 1 PER SECTOR) ` N.SHEET TITLE: - -_. anl %.: DOSING CABLE TRAYS ANTENNA PLAN o SHEET NUMBER: FINAL ANTENNA PLAN (ALPHA) f\ 5 FINAL ANTENNA PLAN (BETA) Iv N 1 6 FINAL ANTENNA PLAN (GAMMA) I/\, C-2.2 L==-----' _Q SCALE: NOT TO SCALE NVOSCALE: NOT TO SCALE OSCALE: NOT TO SCALE v T • •Mobile • • • 8960 ALDERWOOD ROAD EXISTING ANTENNA/CABLE SCHEDULE PORTLAND,OR 97220 MOUNT MOUNT RFDS ANTENNA RRU COW HYBRID CABLE COAX CABLE SECTOR POSITION POSITION MODEL DOWNTILT SIZE AZAMUTH RAD CENTER QTY MODEL QTY MODEL QTY TYPE LENGTH QTY TYPE LENGTH Al Al KMW-ET-X-TS-70-15-65-18-IR-RC - - 0° 70'-6" 2 (1)RRH-C2A,(1)RRH-P4 A2 A2 KMW-ET-X-WM-18-65-8P - - 0° 70'-6" 1 RRH-B8 ALPHA }- A3 A3 - - - - - - - smart 1r1 g A4 A4 - - - - - - - 11232 120TFI AVE NE,SUITE 204 B1 B1 KMW-ET-X-TS-70-15-65-18-IR-RC - - 100' 70'-6" 2 (1)RRH-C2A,(1)RRH-P4 KIRKLAND,WA 98033 B2 B2 KMVV-ET-X-WM-18-65-8P - - 100° 70'-6" 1 RRH-B8 BETA - - 3 AUX/HYBRID - - - - -PLANS PREPARED BY: B3 B3 - - - - - - - C1 W C1 KM -ET-X-TS-70-156518IR-RC 225° 70'6" 2 (1)RRH-C2A,(1)RRHP4 Ki■ ■ ■'wry>>>Horn COA#954 C2 C2 KMW-ET-X-WM-18-65-8P - - 225° 70'-6" 1 RRH-B8 GAMMA 421 FAYEIIEVILi.F ST,SUITE 600 C3 C3 RALEIGH,NC 27601 C4 C4 - - - - - - - ■REV:s DATE:®DESCRIPTION:iriiii=BY:= °EXISTING ANTENNA/CABLE SCHEDULE SCALE: N/A 0 04/07/21 ISSUED FOR CONSTRUCTION ECW A 03/04/21 ISSUED FOR REVIEW ECW CDRAWN BY:III1=== CHECKED BY:i ECW KBF KHA PROJECT NUMBER: KHCLE-5564 PROPOSED ANTENNA/CABLE SCHEDULE -ENGINEER SEAL: MOUNT MOUNT RFDS ANTENNA RRU COW HYBRID CABLE COAX CABLE SECTOR POSITION POSITION MODEL DOWNTILT SIZE AZAMUTH RAD CENTER QTY MODEL QTY MODEL QTY TYPE LENGTH QTY TYPE LENGTH 1 Al Al COMMSCOPE-FFW-65C-R3-V1 0 95.9" 120' 70'-0" 2 (1)ALOHA,(1)AHFIG Oc �� A2 A2 I�6 ALPHA 75'-0" V C A4 A4 NOKIA-AEHC 0 38.2" 120' 70'-0" Vt A4 A4 V` O� B1 B1 COMMSCOPE-FFW-65C-R3-V1 0 95.9" 120' 70'-0" 2 (1)ALOHA,(1)AHFIG B2 B2 NOKIA-AEHC 0 38.2' 225° 70'-0" - - BETA 3 BREAKOUT PENDANT 3 HCS 2.0 TRUNK 100.-0" - - - B3 B3 - - - - - - - I=PROJECT INFORMATION: B4 B4 - - - - - - - P008063A Cl Cl COMMSCOPE-FFW-65C-R3-V1 0 95.9" 225° 70'-0" 2 (1)ALOHA,(1)AHFIG HWY 217 & GREENBURG C2 C2 NOKIA-AEHC 0 38.2' 225° 70'-0" - - 9600 SW OAK ST GAMMA 175'-0" TIGARD,OR 97223 C3 C3 - - - - - - - C4 C4 - - - - - - =SHEET TITLE: IMPORTANT NOTE PLEASE REFER TO LATEST RFDS SHEET FOR SNS CONFIGURATION.GC TO CAP ALL UNUSED PORTS ANTENNA SCHEDULE S SHEET NUMBER: ®PROPOSED ANTENNA/CABLE SCHEDULE SCALE: N/A C-3 T •M • obile a 8960 ALDERWOOD ROAD PORTLAND,OR 97220 Configuration 56790EZ_SR_T * For 5G and LTE Airscale BB dimensioning refer to Fiber Port matrices. (Alpha, Beta & Gamma) ig3FDD- Lowband Smart' LB+MBOcto B12 (L700) —5 MHz Passive Antenna B71 (L600) —10 MHz 11232 120TH AVE NE,SliITE 204 KIRKLAND,WA 98033 B71 (N600) — 10 MHz P..ANS PR;=PARm BY: L19+ 9 4,. FDD- Midband tali : :: 4 (L2100) —20 le Ki 1 1 m 1 y >> Horn N6,00 �I� B2 (L1900) —20 MHz COA#954 B25 (L1900)— 20 MHz 421 FAYETTEVILLE EIGH,.NC 276 1ITEG00 SRAN —GSM PCS 8 7 6 5 4 3 2 1 •R_"V:-DA- D=:SCR'P ON MIIIIIMIONWIMIWO BY. MI 41, , , TDD- Band 41 v L2.5(2.5GHz)—60 MHz r�► �n N41(2.5GHz) — 100MHz +2nd carrier (<=80MHz) AH BOA AH F I G 0 04/07/21 ISSUED FOR CONSTRUCTION ECW 700+600 AWS+PCS A 03/04/21 ISSUED FOR REVIEW ,CW s DRAWN B":====CHECKED BE ECW KBF KHA PROJ CI NUMBER: KHCLE-5564 h:NOINEER SEA_: Top Ground *OIC) HCS2.01 HCS2.0 HCS2.0 1;°:5? TowerTop TowerTop TowerTop V� SRAN LIE + GSM g�"py'''�� FSMF 5G Airscale GSM PROJ=:Cf N ORMA._ON: PCS P008063A HWY 217 & GREENBURG 9600 SW OAK ST LIE FDDITDD TIGARD,OR 97223 Airscalel s SHEET PLUMBING DIAGRAM s SH:: NUMB:R: Q REDS SCALE: N/A C-4 MANUFACTURER:COMMSCOPE I4 NC L - MANUFACTURER:NOKIA I MODEL:FEW-65C-R3-V1 25.2" OOw(TLT T I 9.3" MODEL AEHC WEIGHT:124.6 LBS:BRACKETS:14.6 LBS I I WEIGHT:108 LBS DIMENSIONS:95.9"X 25.2"X 9.3" 1 DIMENSIONS:38.2"X 21.4"X 8.1" Mobile FREQUENCY:REFER TO RF DATA SHEET FREQUENCY:REFER TO RF DATA SHEET * • 8960 ALDERWOOD ROAD ■}•I PORTLAND,OR 97220 li - I El.;1 smart: nt< TOP TOP ■i� m 11232 120TH AVE NE,SUITE 204 gliM u • a KIRKLAND,WA 98033 • • .1no PLANS PREPARED BY: BOTTOM _ ■� IIKimIe'7 >>>Horn RF q;np FRONT SIDE COA#954 • 421 FAYETTEVILu.E ST,SUITE 600 ]I RALEIGH,NC 27601 te •REV:a DATE:=DESCRIPTION:®BY:• ■■ ■ r r■ ■■ RF CONNECTORS,1YP. ___ DETAIL FRONT SIDE OANTENNA ANTENNA DETAIL SCALE: NOT TO SCALE CD ANTENNA NOT TO SCALE AHFIG RADIO MODULE AHLOA RADIO MODULE 0 04/07/21 ISSUED FOR CONSTRUCTION ECW HEIGHT:27.56" HEIGHT:22.05" A 03/04/21 ISSUED FOR REVIEW ECW WIDTH:13.39" WIDTH:12.13" DRAWN BY. CHECKED BY:INIMINII DEPTH:5.59" DEPTH:7.44" • WEIGHT:79.4 LBS WEIGHT:83.8 LBS ECW KBF KHA PROJECT NUMBER: KHCLE-5564 13.39" 12.13" 7.44" ---------,-- on ENGINEER SEAL: M t r gI I. ---- ---- ---- ---- ---- q ---- o 0.*S1;14\ ,l �� ---- In A ---- N N r� N ---- — -- • • f imerrillimillir ju \t,-,L.i uI - t FRONT SIDE PROJECT INFORMATION. FRONT SIDE P008063A 13.39" 12.13" HWY 217 & GREENBURG 1 9600 SW OAK ST r---1 ^ TIGARD,OR 97223 cI Mi ioor n SHEET TITLE: EQUIPMENT TOP TOP SPECIFICATIONS JS SHEET NUMBER: Q RRH DETAIL CD RRH DETAIL C-5 SCALE: NOT TO SCALE SCALE: NOT TO SCALE (NOTE E 1, ALL EXPOSED ELECTRICAL CONDUIT MUST BE GFCI RECEPTACALE - LEVTTON /GFWR1-W GALVANIZED STEEL ON RIGIDO ARE N. 4HR TIMER - IE2- I /FD04H T Mobile 2. THREADLESS CONNECTORS ARE NOT ALLOWED. RECEPTACLE COVER - INTERMATIC IWP5220C ■ ■ M • • • • 3. EMT CONDUIT CAN ONLY BE USED INSIDE. DOUBLE GANG JUNCTION BOX - 121HD5-2 4. USE ONLY COMPRESSION TYPE FITTINGS ON EMT CONDUIT. 5. USE ONLY STRANDED CONDUCTORS FOR Au 8960 ALDERWOOD ROAD ELECTRICAL WIRING. (EXCEPT TELCO AND PORTLAND,OR 97220 THERMO(' 6 USE SCTEDTULE 60 CONDUIT UNDER DRNEWAYS ,,,..... ... CAUTION 11111.111 HAND/OR ANY VEHICLE CROSSING AREA ) 5'-0" A3'SCH 40 GALV. STEELtL MAX ((ci)) PIPE W/GALV.DIt CAP (N) 39'X 20" X 10" EMMERSON 'CAC MODEL' (N) 28w X 22w X 20' CUBE /{t.t�l (TYP) 200AMP ELECTRICAL PANEL W/TRANSFER /LT-RL 1003 W/T-MOBILE \]/ SWITCH. CEN PLUG. & SURGE ARRESTOR PApLOCK (TMO SKU:13013) ....---.----_—_----- Beyond this point: Beyond this point: o smart Radio frequency fields beyond Radio frequency fields at this Radio frequency fields at this this point may exceed the FCC she may exceed FCC rules for site exceed FCC rules for - PROPOSED P1000 -" general public exposure limit n posit human exposure. GB LT A5 ALV. -.... Obey pa•ae',nib ena.a e„a.ka.a � Failure ra.,0 pas.Nigro and•ne U-BOLT ASSEMBLY� ,r (Tn.) CHANNEL wanking in mabfm.u.nq ea ercye ...tea an.. *Nits eaMrm.l a.Me:e INN, - �f l" ) °'"•��' 11232 120TH AVE NE,SUITE 204 _._ J x, .....,• / RUBBER END CAPS ON_ KIRKLAND,WA98033 PART NO:TM0142862 PART NO:TM0142851 PART NO:TM0145771 ALL UNISTRU ENDS -A-4 o • ow PANS PREPARED B":a- • ---- --------- (N) 2' RIGID CONDUIT TO HPL3 600A &NOTICE t LARGE SITE SUPPORT CABINET e q u �sUExts T • •Mobile. . . - ��m >>>H o r r .a ea-,aa .ara , ., ,;�t.NNal t, awmaAYfoulDe,.rwkwt. TRANSITIONING GROUND ``...„ ��-"PROPOSED GROUND BAR IN CASE OF EMERGENCY RE: 8/G-2 "* a aa....e.a.nn.a.... ... (E) PLATFORM-._.. I a Ea.'.w..+"an....cranterk o noav<mom ene a,ttake CALL ., ., .. I Oa.. aa.... : arms` No,au °" 1-888-662-4662 I#q..a,�.r..aaa.ak 1 COA#954 #uLLa.a..#RFD.aa«ew..w,ro„a..a aaa,es ,, L / 421 FAI ETTEVILLE ST,SUITE 600 a re..oaae,..�a oil u a.a..neas.a.nea.aaa a ENO 1 ' FLUEIGH,NC 27601 o. hs...una�, n.em.a.,na*taunt fawn. TENO r,s AEE PART NO:TMO130956 1. 1 PROPOSED 5/8'Ox(AS REQUIRED)--- TO (E) BUILDING GROUNDING SOURCE ■REV:•DATE. DESCRPTON: IIIMMIRRI•1141•••1 Bw MI HDG BOLTS TO ATTACH TO PLATFORM FRAMING (TYP 4 PER POST) 0 RF SIGNAGE DETAIL H—FRAME DETAIL SCALE: NOT TO SCALE ®PROPOSED SCALE: NOT TO SCALE 0 104/07/21 ISSUED FOR CONSTRUCTION OW r-- "'"5'"'' ,r NOTE: --- ---- A I03/04/21 I ISSUED FOR R:=VIEW X'w 1.1E_, 1. ALL EXPOSED ELECTRICAL CONDUIT MUST BE 111 �l ORAwN ems: Cif;cR-:o B�: GALVANIZED STEEL RIGID CONDUIT. 2. THREADLESS CONNECTORS ARE NOT ALLOWED. q 3. EMT CONDUIT CAN ONLY BE USED INSIDE ECW KBF i' 4.CS ONLY COMPRESSION TYPE FITTINGS ON EMT u•KrEA PROJi:Ci NUMBER: I MOUNTING TO PIPE MOUNT 5. USE ONLY STRANDED CONDUCTORS FOR ALL ill I. ELECTRICAL WIRING. (EXCEPT TELCO AND ','1 KHCLE-5564 THERMOSTAT) t•ENGINEER SEA EDULE 80 CONDUIT UNDER ` _ -PENDANT INCLUDES A GROUNDING STUD. AND/ORHANY VEHICLE CROSSING AREA DRIVEWAYS / o A 2-6 AWG WEATHERABLE CONDUCTOR SHOULD BE RUN AS STRAIGHT AND 3'SCH 40 GALV. STEEL PIPE W/GALV. STEEL SHORT AS POSSIBLE TO AN ADEQUATE (TYP) O� GG FRONT PROPERLY. GROUNDING POINT TOC O PERFORM `��� PROPERLY.(CONTRACTOR SUPPLIED) (N) "CS 2.0 JUNCTION BOXES (IYP.) /. W-84AS5 GALV. :'� (3 TOTAL) UNRORO P1000CHANNEL /_ `F i MANUFACTURER:COMMSCOPE U-BOLT ASSEMBLY IAIISTB 0 CHANNEL �� I J - MODEL: FD21206-48S55-XXX - cm.) x WEIGHT: 1.71 LB/FT O DIMENSIONS: 1.55121 RUBBER END CAPS ON MOUNTING KIT: ALL UNISTRUT ENDS o BOTTOM RIGHT ,MOUNTING KIT PROVIDED 1 I lo NOTE: .1 PROJ-C7 N ORMA'10N: PENDANT MOUNTING ON UNISTRUT PER ! I MANUFACTURERS SPECIFICATIONSI -PROPOSED GROUND BAR I P008063A ADDITIONAL (E) PLATFORM HWY 217 & GREENBURG HOSE CLAMP TORQUE VALUE RANGE: - (IF REQUIRED)- I 6+/5NM(53+/-4IN LBS) 9600 SW OAK ST TIGARD,OR 97223 • __ 1 1 ` I _SHEE-TT : PROPOSED 5/Bwfx(AS REQUIRED) TO (E) BUILDING GROUNDING SOURCE II HDG BOLTS TO ATTACH TO EQUIPMENT PLATFORM FRAMING (TYP 4 PER POST) SPECIFICATIONS ,.\RDWARE INSERT-I t--ANGLE ADAPTER ®SCALE: PROPOSED H—FRAME DETAIL .1.SIE NUMB!R. ®HCS 2.0 PENDANT DETAIL NOT TO SCALE SCALE: NOT TO SCALE C-6 MANUFACTURER:NOKIA MANUFACTURER:NOKIA MANUFACTURER:NOKIA MODEL:FSMF(MODULE) MODEL:ABIC UNIT MODEL:ABIL UNIT DIMENSIONS:5.2"x17.6"x16.5" DIMENSIONS:8.6"x14.2"x1.T DIMENSIONS:8.6"x14.2"x1.1" WEIGHT: 25.3 LBS WEIGHT:5.8 LBS WEIGHT:4.4 LBS 1 Moblle . • SFP28 8960 ALDERWOOD ROAD RF2 RF4 RF6 RF8 yy S-RF1 S-RF2 PORTLAND,OR 9-220 a Agrt¢t:400aaaaOG CeG IIUI - --- — S-RF1 S-RF2 )I�III�IIJ I11�IiI�1 6t IIRIII�IIIilIII�tI�i 1 QSFP2B RJ RF3 RF5 RF7 RF9 j smart m a r t FSMF DETAIL DETAIL ABIL DETAIL J �i QSCALE: NOT TO SCALE C)ABIC SCALE: NOT TO SCALE °SCALE: NOT TO SCALE 11232 120TH AVE NE,SUITE80334 KIRKLAND,WA 98033 MANUFACTURER:NOKIA i MANUFACTURER:NOKIA =P..ANS PR_PARCD By: MODEL:AMIA UNIT MANUFACTURER:NOKIA MODEL:ASIB UNIT DIMENSIONS:5.1"x15.7"x17.6" DIMENSIONS:8.6"x14.2"x1.7" MODEL:ASIK UNIT WEIGHT:11.2 LBS(UNIT ONLY) DIMENSIONS:8.6"x14.2"x1.7' - i WEIGHT:6.4 LBS WEIGHT:6.6 LBS • d SYNC IN SYNC OUT EIF3 Ka m I ey>)>H o r n DC IN EAC SEI1 SEI2 EIF2 EIF5 COA#954 �'s:..:a /�?cr• Y'J..�y +=*b ..�..,'�lam' J. ♦I �� ��); *••.ii �/ c ,� ! 3 one+r ��I 421F. RAIEIG C2.601 EbOl1 ta_J g „• `1YETTEVILLE ST,SUIT , ��_�•�-"�'�„1•�t •-e. -- i f 1:.P.�...... -�4 _... �,.� i CC i3 ,tv� I _ H N �F :10. '� ° �ppp Al q S p pp�p^ � P Lx - ■REV: DATE: DESCRIPTON: BY:� 'ntnn„ _;•- , s: SRIO EIF1 LMP lMP ate. a EIF4 FAN STATUS SEI EIF1 EIF2 Q AMIA DETAIL ASIB DETAIL DETAIL SCALE: NOT TO SCALE QSCALE: NOT TO SCALE C)ASIK SCALE: NOT TO SCALE RAYCAP MANUFACTURER:COMMSCOPE �— \ 0 04/07/21 ISSUED FOR CONSTRUCTION •CW MANUFACTURER: MODEL POWER PLUS 100-3-1U MANUFACTURER.NOKIA MODEL.FE-16148-OVP-B12 `� A 03/04/21'' ',ISSUED FOR R-VLW J CW MODEL:ABIA UNIT DIMENSIONS:14.0"x8.0"x16.0" " DIMENSIONS:1.7"x 19.0"x x14.3" DIMENSIONS.8.6"x14.2"x1.1" WEIGHT:15.2 LBS Yea.' Fa ca".... lc DRAWN e: ct,CA ro B WEIGHT:TBD WEIGHT:4.6 LBS b ECW KBF °O Ili Q 1 "YOOt °' i-A PROJECT NUMBF R. if if " w 1tr w KHCLE-5564 L 1 1114F4d4144L4,'--J v.ENGINEER SFA: J.', r ainain " ' "� " RFt RF2 RF3 RF4 RF5 RF6 _ w ._ - "• "o 4 t o„ O !' n.P.m Connections + 9 ` � #� ®SCALE: NOT TO SCALE ABTA DETAIL S S s I S R P I I I I I O I I �" MANUFACTURER:NOKIA '.K --i III MODEL IXR-e I aV _{ l I —' 1 LJ �� , Iva PROJrcr N=oRNA oN: DIMENSIONS:17.25"x10.O'x1.75" . I )4"0X6' (1YP.) II... al al ,.='.,f I TT] —, WEIGHT:TBD ( CABINET BASE 1 P008063A PLATFORM GRATING I w•" '°"""cords lostOnare labeled BThN '°' HWY 217 & GREENBURG rho power labels can a btllMr length b flpWkaMIY reduced dtM�q — .� Ylaakaaon._ways le-label concludes before cueing olf e.cess. ..--..__.. 04 .1't'..:_ -� '„ " ' _-- -- I GA S W OAK ST nH.. TIGARD, OR 97223 C..) NVC>A et.. - '' C)- O� CO LT —_ ____ (0O EQUIPMENT —BOLT THRU FIANCE of EXISTING_ ____ ,,,,,,, , �' O 0 SPECIFICATIONS 2"X2941'THICK VERIFY OC STEEL MEMBER.IZE St l�: NUMB:R. STEEL PLATE VERIFY LOCATION AND SIZE IN FIELD. ROUTER DETAIL TYPICAL CABINET ATTACHMENT DETAIL HCS 2.0 JUNCTION BOX DETAIL C-7 SCALE: NOT TO SCALE 0 SCALE: NOT TO SCALE 1 ) SCALE: NOT TO SCALE "P • •Mobile . . . i 8960 ALDERWOOD ROAD PORTLAND,OR 97220 MANUFACTURER: DELTA T SHIPPING HOOKS TO _ A 22' _ I BE REMOVED AFTER I K '(� �- HPL3 SITE SUPPORT CABINET INSTALL 1 I I ) 3 (4X)518"0 FOR MODEL: CABINET I I CABINET ANCHORAGE 551 LBS(WITHOUT `• =__: _ WEIGHT: EQUIPMENT) "� III d/ b DIMENSIONS: 30.0"x35.0"x72.0" I t : KNOCKOUT s ma r t I NOTE: i I N • CORRECT KNOCKOUT TOOL REQUIRED I I ' FOR PUNCHING KNOCKOUTS.DO NOT DC CABLES 11232 120TH AVE NE,SUITE 204 DRILL KNOCKOUTS THROUGH I U 0, (RED) x1Rt AND,WA 98033 • CONDUIT MUST BE PROPERLY SECURED; . -•4 IN . TO PREVENT DAMAGE TO CABINETS a PLANS PREPARED BY:®_ AND/OR CABLING RACK ASSIGNMENT \/ ��a$... ���///r RU SLOT DESCRIPTION DESCRIPTION �� /'�\j\)> 4 C Y J 27 L T YP..,;=rrsx _ \pp. - __, , 25 J f { -. FIBER CABLES ` COA#954 (YELLOW) 30" 5'dz 7C ✓iC '��. 24 AIRSCALE 't'i 421 FAYETTEVILLE ST,SUITE 600 23 0 -'4 RALEIGH,NC 27601 22 FIBER MUX y ISO VIEW N.T.S. 1 21 a REAR VIEW FRONT VIEW "w— >� In * 29.5° KNOCKOUT 20 AIRSCALE - 19 U 22.2" ' 4x.75in 'A - -_ 14.,L -.--c ■REV.•DATr:.:�D�.SCR P....�ON:�BY:• 18 FIBER MUX -A- I -FOR CABINET - 17 I '- ATTACHMENT - ETHERNET f 16 AIRSCALE v " CABLES / i'1'� 15 (BLUE) _ 14 FIBER MUX l5 Zip 13 A c ACCESS PLATES '1' "K'� 12 AIRSCALE -USE 725 TORX—� ! ,.,. ACCESS ry 17 !� - KNOCKOUT f�PANEL 10 FIBER MUX tic II `�` ---1 0 04/07/21 ISSUED FOR CONSTRUCTION 'CW 0 g I 4.' s., A''03/04/21 'ISSUED FOR REVIEW CW -" LEGACY B PLAN VIEW s DRAWN By. - CHECKED BT. BASEBAND 26.6" I I 6" 29.5' j ECW KBF 6 LEGACY SKU#33554 DELTA bin PLINTH SKU#33554 DELTA 6IN PLINTH a," 2," INTERNAL ROUTING im i'-.A PROJECT NUMBER: 5 BASEBAND 4 PLAN VIEW SIDE VIEW ', ' KHCLE-5564 3 6" • 35° m:ENGINEER SEAT_ LEGACY 2 BASEBAND I ti BATTERY CABLE ROUTE KNOCKOUT.WITH THE FIXED I DC BREAKERS--- —.I 1 y --(1)2"LB OR LL(LL PREFERRED) LENGTH OF BATTERY CABLE RECTIFIERS FOR THE DC WIRE RUNNING PROVIDED,THIS IS THE ONLY +`O' "O`6 _ FROM THE DC RECTIFIER TO - �- THE COVP.FOR NCS 2.0 THERE KNOCKOUT YOU CAN USE ! 0 t /� ,,, a ARE(3)PAIRS FOR A,B,G „? f'y'\('� �O� ^G �.- : ® CSR SARlSAS ` _ (�,, (1)4"RIGID CONDUIT -- ',, ", ROUTER (WATER-TIGHT)FOR �r�--THIS PANEL OF KNOCKOUTS ROUTING BATTERY CABLES '11 �� ° INTENDED FOR RUNNING DC r'' � . \ TO THE RECTIFIER. b I PROPOSED Iel`► AIRSCALE !03 ' WIRES TO THE COVP i BASEBAND ` `I VERTICAL BAR—. `A_\ �y (1)2"OR 2-1/2"LL OR i 4 WATER-TIGHT GROMMET IS USED `xl .. F O BACK PANEL HERE FOR THE BOTTON FIBER ! IRU FIBER FOLDS OUT—� I JUMPERS TO&FROM THE COVP t MUX/OEMUX-- "� HORIZONTAL .mom ,v it P �` CABLE '\ ;1,( _, MANAGEMENT �>--FIBER ROUTE OPTIONS INTENDED FOR AC at :. -,�� INPUT WIRES FROM PPC J I ..:, i BAR �r�1 PROPOSED I'a LEGACY PROJECT:N=ORMA-ON: '� A ! GROUNDING II.ir.6•..I..:W. BAR LOCATION--, BASEBAND 1"KNOCKOUTS ARE (1)2"LL IS USED FROM A J( I, , � I INTENDED FOR(1)DC POWER FLEXIBLE TO RIGID CONDUIT k[ �. z p t TO THE CIENA,(2)ETHERNET THAT RUNS ALL THE WAY TO P008O63A I = OR FIBER CABLE FROM THE THE PPC FOR AC WIRES ' F'' r ',, SKU#33554 DELTA 6'PLINTH- - CIENA OR TELCO (3)ALARM THAT TERMINATES TO THE :,-- SKU>:33554 DELTA 6"PLINTH H WY 217 & G RE E N B U RG _� CABLES FROM THE PPC CABINETS AC TERMINALS FRONT VIEW 9600 SW OAK ST LEFT VIEW RIGHT VIEW (OPEN) TIGARD,OR 97223 SKU#33929- DELTA HPL3 SITE SUPPORT CABINET I 1 sH=: I 22'k34"SCALE.N T.S. ' 11"x17"SCALE.N T.S. EQUIPMENT SPECIFICATIONS .SHE:. NUMB:R. 0 HPL3 POWER CABINETS DETAILS C-8 SCALE: NOT TO SCALE UT • •Mobile • . . 8960 ALDERWOOD ROAD PORTLAND,OR 9-220 MANUFACTURER: DELTA ! 5"REAR MODEL: LB3 BATTERY SUPPORT CABINET z2" CLEARANCE / WEIGHT: 509 LBS(WITHOUT EQUIPMENT) 30" / zes I 1 DIMENSIONS: 30.0"x35.0"x72.0" { NOTE: 4x.75in smart: • CORRECT KNOCKOUT TOOL REQUIRED FOR ( -FOR CABINETIl ATTACHMENT _ PUNCHING KNOCKOUTS. DO NOT DRILLup 1 r KNOCKOUTS THROUGH b 11232 120TH AVE NE,SUITE 204 • CONDUIT MUST BE PROPERLY SECURED TO M ACCESS PLATES " 4X)56"O FOR CABINET KIRKLAND,WA98033 I PREVENT DAMAGE TO CABINETS AND/OR v -USE T25 TORX \ el ANCHORAGE CABLING c 6 PANS PRD4ARED B": b 26.6" , 1 �� jl 6" I Kimley>>>Horn SKU#33554 DELTA bin PLINTH SKU#33554 DELTA 61N PLINTH PLAN VIEW SIDE VIEW PLAN VIEW PLAN VIEW COA#954 SHIPPING HOOKS TO BE REMOVED (ANCHORAGE) \\\ 421 FAYETTEVILLE ST,SUITE 600 AFTER CABINET INSTALL / RALEIGH,NC 27601 (/ r, ■REV:•DATE: DESCRPT'�ON: B"• �I 41^ 35" t 6"� i i j li i j 0 04/07/21 ISSUED FOR CONSTRUCTION :CW BATTERY CABLE ROUTE I ^., `KNOCKOUT.WITH THE FIXED A 103/04/21 I ISSUED FOR REVIEW CW- ` (!~E " LENGTH OF BATTERY CABLE [[ 1.. 4 D ❑ -DRAWN B": -- CHECKED B": '.�.r �.,./ 4..�%„ PROVIDED.THIS IS THE ONLY `-- KNOCKOUT YOU CAN USE. I BATTERY BRACKETS y EC�;'i KBF me K--n PROJ:C' NUMBI R: +' �(1(4 RIGID CONDUIT o D KHCLE-5564 (WATER-TIGHT)FOR u u u u =ENGINEER$EA..: ROUTINGBATTERY ..r � CABLESESTHE \TO THE g I'(' RECTIFIER. 8 B n I" f6 u I I u u c ., � 0 I BATTERY ❑ u I .t—,u '�4X BATTERY SHELVES.. G VIBRATION /� UP TO 200AH v _ `` MOUNTS--{ c� ONv r m PROJ-CT'.N=ORMA:'ON. ISO VIEW SKU#33554 DE,TA PLINTH N.T.S. LEFT VIEW FRONT VIEW FRONT VIEW (OPEN) P008063A HWY 217 & GREENBURG 9600 SW OAK ST TIGARD,OR 97223 SKU#33932- DELTA LB3 BATTERY SUPPORT CABINET 22N)34"SCALE.N.T.S. j 11'k17"SCALE.N.T.S. NE SHEET'TLE: EQUIPMENT SPECIFICATIONS -SIU NUMB R. aHPL3 BATTERY CABINET DETAILS C-9 SCALE: NOT TO SCALE • • .Mobile ' • 8960 ALDERWOOD ROAD PORTLAND,OR 9'220 61 1bELT11 Smarter. Greener. Together, Specifications a { Delia Group Website /qr�� ►^��,�( S 1 ! i r t 1.General www.deltaww.com Construction Single layer Aluminum enclosure,Type 3R I' s w.. 6r Product Website- www deitapowersol utions.com Dimensions(W x H x 0) 20 x 40 x 10 inch(508 x 1016 x 254 mm) c vo gene e aprauv 11232 120TH AVE NE,SUITE 204 Weight Approximately 75 lbs(without packaging) IQRKI.AND,WA 98033 Finish Polyester Powder Paint Drilled States of America&Canada Door Latch 3-Point latching. Delta Greentech(USA)Corp. pad lockable se PANS PREPARED 9 2360 Campbell Creek Blvd.r?530 Safety UL50(Cabinet; Richardson(Texas)75082 Pr3ntroL PanLoc Lite UL 891 Dead Front Switchboard Listed Phone:972-437-7900 (/ \j Suitable for Use as Service Equipment(N-G Bonding kit included) DLDGASaies@delta•corp.com Ki m I ey>> Horn PanLoc Lite standardizes connections 2 Environment between alternate power source and Cents;Amenea '« x - . Operating temperature -40°C to+46°C(-40-F to 115`F) Delta Electronics International Mexico.S.A. power distribution. n' ate— COA#954 Hurnidtty(relative) 95°4, run-condensing(Max.) de C.V. - 421 FAYETTEVILLE ST,SUITE 600 R4LEIGH,NC 27601 Protection class Type 3R Via Gustavo Baz No.2160 • rs - Col.Industrial La Loma T!a(nepartla • UL Listed 3. . •-:�. ' ` t .W""-. »Y,.„..,. a.,,., CP 54060,Edo de Mexico Ili _.....t. .., Voltage 240(120 Single Phase(3 wire*Ground) • Eliminates Multiple Generator Plugs and �"�� ■REV:•DATE: Di SCR P-:ON: B":•Current 200A South America Adapters = �Ge. ;,, Delta Greentech(Brasil)S.A AIC Rating Utility 65,000 Amps,Appleton 10.000 Amps • Industry Standard,Color Coded Single .. Rua Itapeva,26-3 ander-Bela Vista Pole Camt ok Style Connectors' Generator Interface:Appleton AR20044RS(Left Mount) 01332-000-Sao Paulo-SP-Brasil Y Service Disconnect.Square D 200 Amp(65kA1C) • Touch Safe Design Mechanical Slide Bar Interlock Asia PacrSc Fits ExistingMountie Patterns Delta Electronics.Inc. • g Load Center Square D 200 Amp,00 Series,24 Position 3 Tungyuan Road,Chungli Indust a!Zone, • 200A o 04/07/21 ISSUED FOR CONSTRUCTION ;ECW Other features Surge Protection Device(SPD)-1 ea.AC Data 2080 Taoyuan County 32063,Taiwan -- Square D 30 Amp.2-Pole Breaker for SPD • 10kAIC Rating A'',03/Oa/2t ISSUED FOR REV W cw Ground Bar 0 tit ta Powder Coat Finish =ORAwN 9v: cl+:CC!)9�: • Delta Electronics(Shanghai)Co.,Ltd ECW KBF Silkscreen Dead-Front Lift Off Style Nik No.182 Minyu Road,Pudong Shanghai, • NEMA 3R,Aluminum Construction • I.K-A PRO, CI NUMB'R. Captive Dead-Front Fasteners P.R.C..China • Dimensions: 10.5"h 9"w 9.25d KHCLE-5564 ,4;Or tnfo r..,.. —i NGINEER SEAL 3799340400-A Power Transfer Cabinet-Mini,200A Jai-. • Patented Delta Electronics(Japan),Inc `Au Speer c itrons are vi ten to charge urthout prior ecoce. 2-1-14 Minato-ku shibadamin,Tokyo 105-0012,Japan "Color Coded,Mating Single Pole Connectors available upon request 61 C) i , .:cAliS i Russ . Delta Energy Systems LLC ^G w" YI— Vereyskaya Plaza II,office 401 .� ca12014 Rev.4 Contact Pantrol for more information— 800.261.3505 121357 Moscow,Russia / '� L� . t • EuropevV .ro � IC O� Delta Energy Systems(Switzerland)AG x ` Freiburgstrasse 251 3010 Bern-Biimpliz,Switzerland GENERATOR CONNECTIONS LOAD CENTER -PROJECt INEORUATON: EN V4:JT P008063A HWY 217 & GREENBURG 9600 SW OAK ST TIGARD,OR 97223 SHEET'IT_E: EQUIPMENT SPECIFICATIONS NM Stt_ NU1,19 R. QPOWER PANNEL SPECIFICATIONS PANLOC SPECIFICATIONS C_10 SCALE: NOT TO SCALE OSCALE: NOT TO SCALE -- _ r. Charles Universal Broadband Enclosures (CUBE) '1° ' 'Mobile ' • • RL 1003 Series 8960 ALDERWOOD ROAD PORTLAND,OR 97220 The CUBE RL 1003 cabinet provides environmental protection of Ethernet equipment and other electronics for wireless backhaui applications at cettsnes and other remote outdoor applications. With 14RU of rack space,this compact enclosure can be flexibly mounted in small spaces. An optional slide-out tray(97-001990-A)provides storage of equipment that is not rack mountable I '� Overall Dimensions 261H x 221W x 20"0 ! x Rack Space 14RU Rack Width 19-EIA Standard -; .,, Hole Spacing on Racks......... .........I'Tapped 12-24 $ e Bonding&Grounding ....(1)8 Position.2-Hole Ground Bars a smart :` ¢ Fuse Panel (1)Waltmount 10 Position GMT Type PPP' #$ ., Cable Entrance (5)175 2 5 Double Knockouts F Color Off-White Construction Welded Aluminum Weight(Empty) .BO tbs. 1 1232120TH AVE NE,SUITE 204 Mounting Wall or H-Frame,Pole Mount with optional kit ]{IR{�T.�ID,WA 98033 -' Thermal Management 17 wPf Heat Exchanger.24 VDC power '.`._ tt — ..ace ___ ...�.. I WW PEARS PREPARED 9": / I I p 6 _ _.. MA�DE\IN THE , Charles Part# I 6 , Kimley>>>Harn CUBE-RL1003-A 24 VDC Power ' 1. i 0 0 - COA#954 97-001990-A Slide-Out Tray Kit I I `E ` fIx cud`°r'S.b 421 FAYETTEVILLE ST,SUITE 600 97-CABPMTKIT Pole Mount Kit I - RALEIGH,NC 2760.1 „- — UL RECOGNIZED•0R487 CERTIFIED nu-ospnrceu. -or addnronai Prodvr.infcrrwvion,please visit ww...cna,tehwnatries.com OSP INNOVATIONS" Charles l�wt.,.`■ Mono: (SO)°°a"°o s snar110 Awimod�t lean aob.x2Tr ` rles •REV:MI DATETINEN PSCRIPTON:MMIIIIIIINIII BY;al ding Meadows i.60403 Wet. ww.v.chaves...d.....c Err ODETAIL NOT USED RL 1003 CUBE SCALE: NOT TO SCALE (ID NOT TO SCALE 0 04/07/21 ISSUED FOR CONSTRUCTION ECW A 103/04/21 ISSUED FOR REVIEW 'ECW DRAWN en: CH..CA By. ECW KBF —KHA PROJECT NUMBER: KHCLE-5564 —ENGINEER SEA. - Off\' —PROJECT'..NFORMATON: P008063A HWY 217 & GREENBURG 9600 SW OAK ST TIGARD,OR 97223 WE SH- EQUIPMENT SPECIFICATIONS ()DETAIL NOT USED DETAIL NOT USED "s'•' NUMB:R. SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE C-1 1 INSTALLER NOTF. ALL TRENCHING REQUIRED WITHIN COMPOUND SHALL BE PERFORMED BY WAND-DIGGING ONLY. T • •Mobile ■ r ■ 8960 ALDERWOOD ROAD • PORTLAND,OR 97220 LEGEND- A MECHANICAL CONNECTION ® GROUND ROD TEST WELL • EXOTHERMIC WELD smart —--— GROUND CONDUCTOR `` 11232 120TIT AVE NE,SUITE 204 '' K � �,— KIRLANll,WA 98033 ``\,, PLANS PREPARED BY: / `� /�' �� `Y' Kimley>>> Horn /.- I (� COA#954 ,' _\ -��-_ - ,/'' � \�, �- 421FAYE1IEVILLEST,SUITE600 / GROUND W FROM- / RALEIGH,NC 27601 POST ro / % MASTER mute aye(Tra)/' \ I ' \ REV: DATE: DESCRIPTION: BY:• I \/ MI / A 1 I\ \,..i..... , \ ' ." I / I I {-� / l,�. (N H-FRA1E GROUND BM! (TYP) 0 04/07/21 ISSUED FOR CONSTRUCTION ECW LI!' IIIT' I . / I I I II A 03/04/21 ISSUED FOR REVIEW ECW I I I c - - ' - ' I ,-- GIDUND WeRE FROY ---DRAWN BY:�CHECKED BY.IiIIMIENiell I II°p, I 11 ' I • Y" 'IE GROUND TAR(TYP) ECW KBF I I 1 -- KHA PROJECT NUMBER: ' I II ' I KHCLE-5564 III► / i �,' /' 1 , I• — �En P R OFF, \� i IIpT (� ' I •�\��ti {N Ss�O �4 FtA 2 �\` � H FG TOerteD BOA (IYP) \ I / <G v 1 \ / ,((N1��GROUND WIRE FROM `t 95062PE >✓ \ ,. (q ho GRDUN T(TYp) \` GROUND WIRE FROM _w --e--1 --/' //� OREGON MASTER GROUND aAR ow) � O J _—'1-24\g \`v MASIER GTeouD aAR(rap) AfBHAEkCLZgbh.I � HH BROMIC BAR(TYP) EXPIRES: 12-31-2021 PROJECT INFORMATION: P008063A HWY 217 & GREENBURG 9600 SW OAK ST TIGARD,OR 97223 SHEET TITLE: GROUNDING DIAGRAM -.SHEET NUMBER ()EQUIPMENT GROUNDING PLAN SCALE: � 3/4-1' 0 (FULL srcEl I/\ G-1 11' 3/0•-1•-0•(iivl'n v TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BURNDY LUG BOLT SIZE -- COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR 16 GREEN INSULATED YA6C-2TC38 3/B' - 16 NC SS 2 BOLT pr'. p 12 SOUD TINNED YA3C-2TC38 3/6' - 16 NC SS 2 BOLT ■ •� O�l•� o®oO800Oo0000000000 O 08000000000000 / 1 O O O 00000000000000 0 0 000000000000 / STRANDED YA2C-2TC386 3 6' - 16 NC SS 2 BOLT © O O 0 O O O O o 0 0 0 0 0 0 0 0 O 0 0 ® 0 0000000000000000110 /2/O STRANDED YA26-2TC38 3/8' - 16 NC SS 2 BOLT �4/0 STRANDED YA28-2N 1/e - 16 NC SS 2 BOLT 8960 ALDERWOOD ROAD � '- /2 SOUD TINNED COPPER PORTLAND,OR 97220 CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/ LONG BARREL-- HEAT SHRINK - TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR (SEE CHART) (CLEAR) TWO HOLE LONG BARREL (TYP) BOTTOM GROUND BAR ONLY) NUT (TYP) COMPRESSION LUG (TYP) LOCK WASHER (TYP)---- yQgS; NOTES 1. DOUBUNG UP 'OR STACKING' OF CONNECTIONS IS NOT PERMIHILL/. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. GROUND 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). CONDUCTOR s mart. 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 i, q _ ---BOLT (SEE CHART) BURNDY TWO HOLE LUG ) 'ANTENNA GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL W/ LONG BARREL 112321201H AVE NE,SUITE 20a SCALE: NOT TO SCALE 'SCALE: NOT TO SCALE ;. (SEE CHART) KIRKL.AND,WA 98033 --BARE WIRENO-OX TOAT BEBOTH TREATED DS WITH —PLANS PREPARED BY: WEE: STRANDED ALL GROUNDING LUGS ARE TO BE 3/8-11z1'TAMPER ---- (SEE CHART) INSTALLED PER MANUFACTURER'S SPECIFICATIONS.ALL HARDWARE �` Ki m l ey BOLTS, NUTS, LOCK WASHERS SHALL )>> H o r n RESISTANT BOLT - / BE STAINLESS STEEL ALL HARDWARE #6 MIN. FROM ANTENNA (TYP) J ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND COA#954 CABLE GROUND KIT INSULATORS ------ LUG, FLAT WASHER AND NUT. SEE NOTE 2. 421 FAYEI II.ENTITLE ST,SUITE 600 A (TYP) ® RALEIGH,NC 27601 III , iiii 1 0 WALL BRACKET 0 0 ()SCALE: MECHANICAL LUG CONNECTION (TYP) v 0 0 0 NOT TO SCALE GROUND BAR ON SHELTER. ICE 0 ■REV:s DATE::DESCRIPTION:�- BY:IM BRIDGE, OR ON ANTENNA TOWER I I I I I I I I I 0 0 0 0 411 ■ - 0 �oaO, Ia o�O c 0 0 0 OCOQ O P i O--III"0111 rQ1 O 0 0 UNIVERSAL COPPER GROUND BAR (4 z207 l� _ _O LOCK WASHER -- ® -- )LESS STEEL BOLT liailigP/N M10 (TYP) -__ STAINLESS STEEL IMF MIMI I TWO HOLE LUG, OR �'^ GROUNDING SHALL BE -_I _- TWO-HOLE FLAT WASHER �-'" COMPRESSION LUG 2-HOLE CRIMP/ (TYP) 0 04/07/21 ISSUED FOR CONSTRUCTION ECW -- - COMPRESSION EXOTHERMIC WELD TO BE ' ELIMINATED WHEN GROUND ' CONNECTOR dr A 03/04/21 ISSUED FOR REVIEW ECW USED WITH /2 BARE BAR IS ELECTRICALLY BONDED CONDUCTOR WIRE TO TO METAL TOWER NOTES' -- --- GROUND DRAM By®CHECKED BY: BUILDING SERVICE GROUND ... BAR OR GROUND RING 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE M QI TO BE INSTALLED ON CROWN CASTLEi ECW KBF USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POUCY QAS-STD-10091. NO - _ MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, --- STAINLESS STEEL KHA PROJECT NUMBER: n CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. STAINLESS STEEL FLAT WASHER KHCLE-5564 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL BELLVILLE WASHER -- STAINLESS STEEL NUT mg USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. (TYP) (TYP) � p� PRop . SINGLE CONNECTOR AT GROUND BARS "\�. S' _ L9 GROUNDWIRE INSTALLATION GROUND BAR DETAIL C? V���iN�F,p I0� 'SCALE: NOT TO SCALE 'SCALE: NOT TO SCALE / STAINLESS STEEL BOLT x <tt 9 / - STAINLESS STEEL 95 62PE 4 FLAT WASHER DRAGON TOOTH WASHER .,„ --0.,_ STEEL OREGON . - 2-HOLE CRIMP/ --.._-.._.^.. -_ STAINI FSS STEEL // _ 7 t-20N �� COMPRESSION FLAT WASHER i `�� WEATHERPROOFING KIT CONNECTOR 1.LJ(� t (SEE NOTE 3) r Z'1 � / ANTENNA CABLE--- COAX JUMPER NOTE: MINIMUM OF -- --- S/S NUT STAINLESS STEEL STAINLESS STEEL NUT �7 r� T /ii W� 3 THREADS VTO BE ISIBLE (T�) BELLVILLE WASHER) ) EXPIRES: 12-31-2021 EjllIllIll—■UlEMINIIIS TO ANTENNA (TYP) S/S Spur SINGLE CONNECTOR AT STEEL OBJECTS PROJECT INFORMATION _-_-_ WASHER CABLE 2 HOLE LONG (TYP) CONNECTOR BARREL TINNED STAINLESS STEEL -__ STAINLESS STEEL P008063A SPUD COPPER SELF-DRILLING I \__WEATHERPROOFING KIT LUG .,--- S/S FLAT METAL SCREW FLAT WASHER /6 STRANDED COPPER (SEE NOTE 3) (TYP) WASHER (TYP) O HWY 217 & GREENBURG GROUND OYP) 9600 SW OAK ST (GROUND TO GROUND BAR) CABLE GROUND KIT r 2-HOLE CRIMP/ --__-" a `" SEE NOTES 1 & 2 COMPRESSION TIGARD,OR 97223 TIN COATED SOUD - `. '� #CONNECTOR COPPER BUS BAR S/S FLAT -- METAWC OBJECT NOTES' WASHER DRAGON TOOTH ---- —SHEET TITLE: (T,P) WASHER 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND CHERRY INSULATOR - OW) GROUNDING WIRE DOWN TO GROUND BAR. INSTALLED IF REQUIRED 2. GROUNDING KIT SHALL. BE TYPE AND PART NUMBER AS SUPPLIED OR S/S BOLT SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS RECOMMENDED BY CABLE MANUFACTURER. (TYP) DETAILS 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. i SHEET NUMBER: ©CABLE GROUND KIT CONNECTION LUG DETAIL HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: NOT TO SCALE 'SCALE: NOT TO SCALE ®SCALE: NOT TO SCALE G-2 TO ANTENNAS NOTES. (TYPiCALLYI 1. DO NOT INSTALL CABLE ANTENNA CABLE y i1"To2°^ �f \A. GROUND KIT AT A BEND O 0 1 ,20^MAX. T �\\\ • AND ALWAYS DIRECT - j 1 •• -Mobile • RX2 TX1/RX1 GROUND WIRE DOWN TO ■ ■ ANTENNA GROUND BAR. WEATHERPROOFING KIT • TYPE TA TYPE VN TYPE NC TYPE SS COAX JUMPER f- (TYP) 2. WEATHERPROOFING (SEE NOTE 3) 8960 ALDERWOOD ROAD • SHALL BE TWO-PART PORTLAND,OR 9 220 CONNECTOR TAPE KIT.COLD SHRINK CABLE GROUND KIT CONNECTOR It.)-1.41 - CABLE SHALL NOT BE USED. WEATHERPROOFING �y' y KIT(TYP)SEE NOTE 2 #6 AWG STRANDED COPPER C� 11 `� WEATHERPROOFINGGROUNDWIRE(GROUNDEDTO KIT(TYP) GROUND BAR).SEE NOTES 1&2 TYPE W TYPE VS TYPE VB TYPE PTGROUND KIT(TYP) ANTENNA CABLE ,...---------- II! NOTES: TO EQUIPMENT(TYP) .pi 1 A, #6 AWG smart 4/' lb 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND It ` cl i fr' ANTENNA GROUND BAR, ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. I. WITHOUT INSULATORS. IV „ BONDED DIRECTLY TO 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS 11232 120TH AVE NE,SUITE 201KIRICLAND,WA 98033 MONOPOLE OR TOWER SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. TYPE GT TYPE GY TYPE GR TYPE GL AT ANTENNA LEVEL. i ' 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. s PaNs PREPARED B`': - -- .11 - TO GROUND RING / CABLE ND ND KIT QSCALE:ENOTCTOOSCALEIONS ()SCALE: NOT TO CAELE: NOT CONNECTIONS ()SCALE TUTO SCALE KimIeY >>)Horn COA#954 MONOPOLE 421 FAYETTEVILLE ST,SUITE 600 RF CABLE TO ANTENNA q GENERAL GROUNDING NOTES: RALEIGH,NC 27601 STANDARD ANTENNA GROUND BAR 1. TO ENSURE PROPER BONDING,ALL CONNECTIONS SHALL BE AS FOLLOWS: GROUND KIT(TYP) WITHOUT INSULATORS, -#2/0 BARE TINNED SOLID COPPER CONDUCTOR: CADWELD TO RODS OR GROUND RING •R V:.DA:ANN D SCRIP-PON:IMMOM BR:NI BONDED DIRECTLY TO THE -LUGS AND BUS BAR(UNLESS NOTED OTHERWISE): SANDED CLEAN.COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE CONTACT. MONOPOLE AT RAD CENTER ALL LUGS SHALL BE COPPER(NO ALUMINUM SHALL BE PERMITTED). PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND #6 AWG(PROVIDED CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. WITH GROUND KIT TYP) I ANTENNA GROUND BAR 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN 3/4"PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO METALLIC WITH INSULATORS,AT CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. RF CABLE(TYP I BOTTOM OF MONOPOLE 3. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS RESISTANCE IS REQUIRED. FOR ALL) \ 4. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 6"RADIUS AND NO , EXOTHERMIC WELD GREATER THAN 90 DEGREES. RF CABLE TO 0 iO4/07/21 ISSUED FOR CONSTRUCTION ECW 5. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE GROUNDING SYSTEM IS COMPLETE. THE CONSTRUCTION MANAGER SHALL EQUIPMENT AREA VIA I MONOPOLE INSPECT THE GROUNDING SYSTEM. A''03/04/21 ISSUED FOR REVIEW ':-CW TRAY OR ICE BRIDGE FOUNDATION a DRAWN By: ac CK:D By: 6. THE PREFERRED LOCATION FOR COAX GROUNDING IS AT THE BASE OF THE TOWER PRIOR TO THE COAX BEND. BONDING IS SHOWN ON THE ICE BRIDGE DUE TO DIFFICULTY WITH WELDING OR ATTACHING TO TOWER LEGS. CONTRACTOR SHALL ADVISE CONSTRUCTION MANAGER PRIOR TO PLACING CIGBE ECW KBF / ON ICE BRIDGE IF MOUNTING TO TOWER LEG IS POSSIBLE. -K.-A PROJECT NUMBER: GROUND RIN \I 7. BONDING OF THE GROUNDED CONDUCTOR(NEUTRAL)AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING MEANS. BONDING KHCLE-5564 iSso#2 AWG BCW SOLID JUMPER SHALL BE INSTALLED PER N.E.C.ARTICLE 250-30. - ... • - ---- \)-j— - -- i-TINNED(TYPICAL) �<c5''''OD OF�',s, RF CABLE GROUND �� �G{NE fi /0 ®SCALE: NOT TO SCALEgill gill , 0 Pi 9 c (� 9�062P� ANTENNA ' I •REGON .z ASSOCIATED ASSOCIATED ASSOCIATED gf70 �� O'\C V ANTENNA ANTENNA ANTENNA `✓ 11-2 ��'� EQUIPMENT MAST EQUIPMENT MAST EQUIPMENT MAST (I.E.RRHITMA)- (I.E.RRHITMA)- (I.E.RRHITMA) 1-HAB-F4 LIrir I EXPIRES: 12-31-2021 #6 AWG(TYP.)-0 o #6 AWG(TYP.) —PROJECT':N'ORMATON: GND BAR GND BAR GND BAR P008063A (CIGBE) (CIGBE) PENDANT (CIGBE) NEAR NEAR NEAR HWY 217 & GREENBURG ANTENNAS ANTENNAS ANTENNAS 9600 SW OAK ST TIGARD,OR 97223 INSULATED GROUND(TYP.) -SHEE ^T F: ' GND BAR AT RAD CENTER GROUNDING (CIGBE) WITHOUT INSULATORS DETAILS —51E:: NUMB:R. ®SCALE:DETAIL NOT USED °ANTENNA GROUNDING PLAN NOT TO SCALE SCALE: NOT TO SCALE G-3