Loading...
Plans OFFICE COPY . RECEIVEC �� s OCT Z 1! 2021 L'rxsi--r y `�' Nature Pars. " . - ..r - ,, , -. CITY OF TIGARD , a ''sN t °ray BUILDING IVIS!ON ' SITE LOCATION �� •tf © AMERICAN TOWER u sp ATC TOWER SERVICES,LLC wx°.. OFFICE OP F � , S,j,'y. - 3500 REGENCY PARKWAY SUITE 100 a ^'" �t SITE LOCATION CARY,NC 27518 eOF TTV� t ,e�, PHONE:(919)468.0112 REVIEWED FOR CODE COMPLIANCE •"�' Farm 1T` , � �) p ` �,�Ek�a AMERICAN TOWER'An reed �o orc: I I - ro o n n ���- ATC SITE NAME. TIGARD-99 •` � r Permit#. ATC SITE NUMBER: 82805 Address: �� CC" c, ��\Y # yak PfOd210 VIA ALAM DAB,Inc 7 AT&T PACE NUMBERS: MRWOR053826 (5G NR 1 SR A REDONDO,CA 90277 Suite #: -. )eii % -, ./ac ' - 12GER CBAND); MRWOR057891(5G NR 1SR CBAND) Te1:424.240.975, Data AT&T SITE ID: PL77 t REV. DESCRIPTION BY DATE • ' ' ess C esf p r.r <"•. � .-� �1" � • ,A� PRELIM LK_ 09/03/21 AT&T FA CODE:10093100 444 LK 10/12/2 0� 100%CONSTRUCTION AT&T SITE NAME: TIGARD WEST "� VICINITY MAP LOCATION MAP A SITE ADDRESS: 12925 SW PACIFIC HWY SITEPORTLAND, OR 97223-5015 ATC 82805BER: MOBILITY ATC SITE NAME AT&TC7CI TIGARD-99 ANTENNA AMENDMENT PLAN AT&T MOBILITY SITE NAME: COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX TIGARD WEST -._.. - __.-_ ---. __-_- ___ ,. SITE ADDRESS: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASED SHEET DESCRIPTION: REV: DATE: BY: 1292 CIFIC HWY IN ACk..un_ONCE WITH THE CURRENT EDITIONS OF THE AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: NO: - q 12925 SW PACIFIC HWY - --- -- ----_ $• ,ro t 'Q -5015 ""'.OWING CODES AS"OUr,-ED BY THE LOCAL TOWER WORK: G-001 TITLE SHEET 0 10/1221 LK SEAL: t "� i GOVERNMENT AUTr'..RITIES. NOTHING IN THESE P, - PORTLAND,OR 97223-5015 INSTALL(6)ANTENNA(S),(1)SQUID,(1)0.39"(10MM)FIBER TRUNK(S) CD �D PRo r AND 2 6 AWG 6 COAX CABLES p TO BE CONSTRUED TO PERMIT WO n Nu, J4rvrURMING TO O G-002 GENERAL NOTES 0 10/12/21 LK `� S THESE CODES. COUNTY:WASHINGTON REMOVE(3)ANTENNA(S) \, �C,G 1 rt f4.4 SAD GEOGRAPHIC COORDINATES: C-001 OVERALL SITE PLAN 0 10/12/21 LK r(i i. 1. 2019 OREGON STRUCTURAL SPECIALTY CODE(OSSC) EXISTING(6)ANTENNA(S),(12)RRH(S),(2)SQUID(S),(3)0.78" O LATITUDE:45°25'35.9"N (19.7MM)8 AWG 6 CABLE(S)AND(1)0.39"(10MM)FIBER TRUNK(S) C-101 DETAILED SITE PLAN 0 10/1221 LK 938� P 2. 2017 OREGON ELECTRICAL SPEC(IBC) ALTY CODE(OESC) LONGITUDE:122°46'47.5"W TO REMAIN C-201 TOWER ELEVATION 0 10V12/21 LK lIri 3. INTERNATIONAL BUILDING CODE IBC GROUND SOW:REMOVE(2)EXITING STAND-ALONE CONVERTER _ I GROUND ELEVATION:193'AMSL SYSTEMS:REPLACE EXISTING OUTDOOR POWER PLANT WITH NEW I er 4. NATIONAL ELECTRIC CODE(NEC) VERTIV NETSURE-48VDC POWER SYSTEM;INSTALL(1)NEWC 401 RF SCHEDULE AND ANTENNA INSTALLATION 0 10/1221 LK 5. LOCAL BUILDING CODE ZONING INFORMATION: VERTIV NET SURE 512-48VDC POWER PLANT OUTFITTED WITH C-501 CONSTRUCTION DETAILS 0 - 10/12/21 LK zi , �� � ,( (10)EA.HE 2KW-48VDC RECTIFIERS&(2)EA.HE 1.5KW __ _ _ (n <y" 1'� 6. CITY/COUNTY ORDINANCES JURISDICTION:BEAVERTON-HILLSBORO,OREGON -48VDC/+24VDC CONVERTER MODULES.REMOVE(1)EXISTING E-501 GROUNDING DETAILS 0 10/12/21 LK ``S �� ��`� 0: I PARCEL#:2S102BD02600 BATTERY CABINET.INSTALL(1)NEW-48VDC VERTIV BATTERY / r�D I— VAJ� t /''fir ('_�,-„ ;'T CABINET OUTFITTED WITH(16)REUTILIZED ENERSYS POWERSAFE R-601 SUPPLEMENTAL 0 10/1221 LK V LIDITY Of- rERi's`ai i SBS-170F BATTERIES;INSTALL(12)REUTILIZED ENERSYS UF4 PROJECT TEAM POWERSAFE SBS-170F BATTERIES UNDERNEATH NEW DC POWER R-602 SUPPLEMENTAL 0 10/12/21 LK EXPIRES: 6/30/2023 > 1 THE ISSUANCE OF A PERMIT PLANT FOR A ATOTAL OF(28)REUTILIZED BATTERIES i.e(7) I,. BASED ON CONSTRUCTION TOWER OWNER: APPLICANT: STRINGS CONFIGURED @-48VDC NOMINAL TO ACHIEVE 6.03 HRS R-603 SUPPLEMENTAL 0 10/12/21 LK ,�►10/13/2021 OF BATTERY RESERVE DOCUMENTS AND OTHER AMERICAN TOWER AT&T MOBILITY R-604 SUPPLEMENTAL 0 10/12/21 LK4 ■Ziogoallii$ AT&T DATA SHALL NOT PREVENT 10 PRESIDENTIAL WAY I PROJECT NOTES WOBURN,MA 01801 -- ------ --- -- ---- R-605 SUPPLEMENTAL 0 10/12/21 LK Tk:KIP�l(fik:%16 FROM 1. THE FACILITY IS UNMANNED. \`�/, L'i 1 G TI IE/ Cam' 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A R-606 SUPPLEMENTAL 0 1W1221 LK _.--REQUIRI-NG-TI ICJ CORRECTIONQ� --- ENGINEER. MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. POWER C���� 42 1. UOTR C 1 PRODICONN SOLUTIONS 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND R-607 SUPPLEMENTAL 0 10/12/21 LK DATE DRAWN: 09/03/21 j { 210 VIA ALAMEDA DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. ATC JOB NO: 13683414_D1 TELEPHONE COMPANY:FRONTIER REDONDO BEACH,CA 90277 4. NO SANITARY SEWER,POTABLE WATER OR TRASH DISPOSAL CUSTOMER ID: TIGARD WEST IS REQUIRED. PHONE:(877)462-8188 CUSTOMER* 10093100 PROPERTY OWNER: 5. HANDICAP ACCESS IS NOT REQUIRED, PROJECT LOCATION DIRECTIONS - - 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN 11PN LL NO VENDOR ELIGIBLE FACILITIES REQUEST ENTITLED TO EXPEDITED 12925 SW PACIFIC HWY- REVIEW UNDER 47 U.S.C.§1455(A)AS A MODIFICATION OF AN 8PORTLAND-OR-97223 EXISTING WIRELESS TOWER THAT INVOLVES THE FROM PORTLAND,TAKE 1-205 SOUTH TO 1-5 NORTH.TAKE EXIT 292(HWY 217).TAKE TIGARD/99W(EXIT 6)AND TITLE SHEET COLLOCATION,REMOVAL,AND/OR REPLACEMENT OF TURN LEFT ON HWY 993W.PROCEED WEST ON 99W(SW PACIFIC HIGHWAY).SITE IS ON WEST SIDE OF TRANSMISSION EQUIPMENT THAT IS NOT A SUBSTANTIAL HIGHWAY 99W,ONE BLOCK SOUTH OF WALNUT STREET,BEHIND A SMALL STRIP MALL WITH A GREEN ROOF. ���/"/4 1 CHANGE UNDER CFR§1.61000(B)(7). SHEET NUMBER: REVISION: Know what's below. Call before you dig. G_001 0 . GENERAL CONSTRUCTION NOTES: ALL ITEMS PROVIDED. A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND • m CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWE WELDING ti 1. OWNER FURNISHED MATERIALS,AT&T MOBILITY'THE COMPANY"WILL PROVIDE AND THE 22. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH AT&T MOBILITY CODE D1.1. 4, 43 i CONTRACTOR WILL INSTALL REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR.ALL tr REQUIRED PERMITS NOT OBTAINED BY AT&T MOBILITY MUST BE OBTAINED,AND PAID B. ALL WELDS SHALL BE INSPECTED VISUALLY.25%OF WELDS SHALL BE '' A. BTS EQUIPMENT FRAME(PLATFORM)AND ICEBRIDGE SHELTER(GROUND FOR,BY THE CONTRACTOR. INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ` BUILD/CO-LOCATE ONLY) ACCEPTANCE CRITERIA OF AWS D1.1.REPAIR ALL WELDS AS NECESSARY. ,L;B. AC/TELCO INTERFACE BOX(PPC) 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH AT&T MOBILITY AMERICAN TOWER `a C. ICE BRIDGE(CABLE TRAY WITH COVER)(GROUND BUILD/CO-LOCATE ONLY,GC SPECIFICATIONS AND REQUIREMENTS. C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) ATC TOWER SERVICES,LLC D. TOWERS,MONOPOLES 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO AT&T MOBILITY FOR REVIEW AND 3500 REGENCY PARKWAY ...LE. TOWER LIGHTING D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING a. F. GENERATORS&LIQUID PROPANE TANK APPROVAL PRIOR TO FABRICATION. PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SUITE 100 G. ANTENNA STANDARD BRACKETS,FRAMES AND PIPES FOR MOUNTING SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. CARP,NC 27518 F H. ANTENNAS(INSTALLED BY OTHERS) 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PHONE:(919)468-0112 a I. TRANSMISSION LINE SPECIFICATIONS AND LOCATED ACCORDING TO AT&T MOBILITY SPECIFICATIONS,AND E. ALL ELECTRODES TO BE LOW HYDROGEN,MATCHING FILLER METAL,PER AWS J. TRANSMISSION LINE JUMPERS AS SHOWN IN THESE PLANS. h D1.1,UNLESS NOTED OTHERWISE. K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS 'I,.. L. TRANSMISSION LINE GROUND KITS 26. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS,UNLESS NOTED M. HANGERS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION OTHERWISE. MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES AND FOR C V I O I� N. HOISTING GRIPS COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. O. BTS EQUIPMENT G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL,CONTRACTOR SHALL GRIND ,'-',' OFF GALVANIZING"A"BEYOND ALL FIELD WELD SURFACES.AFTER WELD AND 27. CONTRACTOR SHALL NOTIFY AT&T MOBILITY REP A MINIMUM OF 48 HOURS IN ADVANCE WELD INSPECTION IS COMPLETE,REPAIR ALL GROUND AND WELDED SURFACES 2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES,FOUNDATIONS WITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND COMPLETE INSTALLATION OF THE SITE INCLUDING,BUT NOT LIMITED TO,SUCH OR SEALING ANY WALL,FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW MANUFACTURERS RECOMMENDATIONS. Prodiconn Solutions,Inc MATERIALS AS FENCING,STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR PLATFORM, AND APPROVAL. ROOFING LABOR AND MATERIALS,GROUNDING RINGS,GROUNDING WIRES, 210 VIA ALAMEDA COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S),BUSS BARS,TRANSFORMERS AND H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING REDONDO,CA 90277 I DISCONNECT SWITCHES WHERE APPLICABLE,TEMPORARY ELECTRICAL POWER, 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH WHERE REQUIRED DURING CONSTRUCTION UNTIL ALL CONNECTIONS ARE CONDUIT,LANDSCAPING COMPOUND STONE,CRANES,CORE DRILLING,SLEEPERS AND ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL COMPLETE. Tel:424.240.9751 RUBBER MATTING,REBAR,CONCRETE CAISSONS,PADS AND/OR AUGER MOUNTS, NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES MISCELLANEOUS FASTENERS,CABLE TRAYS,NON-STANDARD ANTENNA FRAMES AND SUCH AS WELDING AND FIRE PREVENTION,TEMPORARY SHORING,SCAFFOLDING, 1 ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO TRENCH BOXES/SLOPING,BARRIERS,ETC. I. ANY FIELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM REV. DESCRIPTION BY DATE THE DRAWINGS AND SPECIFICATIONS.IT IS THE POSITION OF AT&T MOBILITY TO APPLY THE ENGINEER,AND T-MOBILE PROJECT MANAGER IN WRITING _A, PRELIM LK 09/03/21_ FOR PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF 29, THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE,ALL EXISTING FACILITIES AND REQUIRED PERMITS. SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD.ANY SPECIAL CONSTRUCTION o\ 100%CONSTRUCTION LK 10/12/21_ DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS • 3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL,STATE,AND LOCAL REPRESENTATIVES,OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS ANTENNA INSTALLATION NOTES: CODES,INCLUDING ANSI/EIA/TIA-222,AND COMPLY WITH ATC CONSTRUCTION CONTRACTOR OR HIS REPRESENTATIVES,EITHER TO THE EXISTING WORK,OR TO HIS SPECIFICATIONS. WORK OR THE WORK OF ANY OTHER CONTRACTOR,SHALL BE REPAIRED AT HIS \ EXPENSE TO THE OWNER'S SATISFACTION. 1. WORK INCLUDED: 4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS,NEAT AND WORKMANLIKE MANNER A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY AT&T MOBILITY UNDER A ATC SITE NUMBER: BY MECHANICS SKILLED IN THE TRADE INVOLVED.THE QUALITY OF WORKMANSHIP SEPARATE CONTRACT.THE CONTRACTOR SHALL ASSIST ANTENNA • SHALL BE SUBJECT TO THE APPROVAL OF THE AT&T MOBILITY REP.ANY WORK FOUND INSTALLATION CONTRACTOR IN TERMS OD COORDINATION AND SITE ACCESS. 82805 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED BY THE AT&T MOBILITY REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF • INSPECTIONS. BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS PERSONNEL AND ATC SITE NAME: OBTAINED. 6. ALL DIMENSIONS TO,OF,AND ON EXISTING BUILDINGS,DRAINAGE STRUCTURES,AND TI GARD-99 B. INSTALL ANTENNA AS INDICATE ON DRAWINGS AND AT&T MOBILITY SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL 31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE,ALL TYPES OF SPECIFICATIONS. DISCREPANCIES REPORTED TO THE ENGINEER. MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AT&T MOBILITY SITE NAME: 7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. AS SPECIFIED. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS TIGARD WEST 1 8. DETAILS SHOWN ARE TYPICAL:SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS 32. AT&T MOBILITY FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE AT&T MOBILITY D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND SITE ADDRESS: OTHERWISE NOTED. WAREHOUSE,NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED,STORED, PROVIDE PRINTOUT OF THAT TEST. 12925_SIDL.PACIFIC HWY UNCRATE,PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE THE EQUIPMENT IN OPERATION,READY FOR '.' '�QO,�OR•CI 1 -5015 • 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION USE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT E. CONTRACTOR SHALL PROVIDE FOUR(4)SETS OF SWEEP TESTS USING s ,'IC/ /1 SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UP. DOMAINANRI EFLECTD 8713B F DRF CTE3TS RESULTS TO THE PROJECT K ANALYZER.SUBMIT FREQUENCYR. SEAL: �� [Q P RO 9 • 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED 33. AT&T MOBILITY OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY RECOMMENDED FOR ANTENNA AND HELIAX COSWEEP TESTS SHALL BE AS PER ATTACHED AXIAL.CABLE MUM FIELD I DATED D �2„{� CF�`^ ANCHOR BOLTS,ETC FOR STABILITY ARE STALLED.THESE ELEMENTS ARE AS FOLLOWS:LATERAL BRACING, THEEQUIPMENT ICONTTRACT DOCUMENTS,EITHER BEFORE OR AFTER INSTALLATION AND THE WITH AND BE B10/5/93. OUND AND SUBMITTED WITHIN ONE EEK OF WORK COMPLETION. ING SHALL BE PERFORMED BY AN INDEPENDENT TESTING VICE �� �C��G 'CNC' ( P��` 11JS�O� EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE Lc./ 't' 11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES,GROUNDS REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND 9380.P AT&T MOBILITY OR THEIR ARCHITECT/ENGINEER. Q. DRAINS,DRAIN PIPES,VENTS,ETC.BEFORE COMMENCING WORK. EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.WEATHERPROOF ALL F CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S Or ♦I✓ 12. INCORRECTLY FABRICATED,DAMAGED OR OTHERWISE MISFITTING OR STRUCTURAL STEEL NOTES: REQUIREMENTS.TERMINATE ALL COAXIAL CABLE THREE(3)FEET IN EXCESS OF f NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE AT&T ENTRY PORT LOCATION UNLESS OTHERWISE STATED. V r \1 MOBILITY REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION.ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE AT&T MOBILITY REP PRIOR TO 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AJSC G. ANTENNA AND COAXIAL CABLE GROUNDING: 1 PROCEEDING. 'SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' / �< / r tV, ���U E' O ;E 13. EACH CONTRACTOR SHALL COOPERATE WITH THE AT&T MOBILITY REP,AND 2. WEATHER SEALED WITH RFS CONNECTORS/SPLICE ALL EXTERIOR#5 GREED GROUND WIRE"DAISY AWEATHERPROOFING KIT#2IN"CONNECTIONS ARE TO 2 213 OR E C s C f N D �fl H COORDINATE HIS WORK WITH THE WORK OF OTHERS. 2. STRUCTURAL STEEL ROLLED SHAPES,PLATES AND BARS SHALL CONFORM TO THE EQUAL. f 1 $ FOLLOWING ASTM DESIGNATIONS: V 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS 3. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF EXPIRES: 6/30/2023 I T i PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION A. ASTM A-572,GRADE 50-ALL W SHAPES,UNLESS NOTED OR A992 OTHERWISE COAXIAL CABLE(NOT WITHIN BENDS) OF THE AT&T MOBILITY CONSTRUCTION MANAGER. 0/13/2021 A B. ASTM A-36-ALL OTHER ROLLED SHAPES,PLATES AND BARS UNLESS NOTED �,;,,� 15. ALL CABLE/CONDUIT A SILICONE NE PORTS SHALL BE WEATHERPROOFED DURING OTHERWISE. AT&T 4Y INSTALLATION USING A SILICONE SEALANT. 3,4y C. ASTM A-500,GRADE B-HSS SECTION(SQUARE,RECTANGULAR,AND ROUND) 5 16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET. CONTRACTOR SHALL NOTIFY THE AT&T MOBILITY REP AND ENGINEER OF RECORD D. ASTM A-325,TYPE SC OR N -ALL BOLTS FOR CONNECTING STRUCTURAL IMMEDIATELY. MEMBERS `'../ DATE DRAWN: 09/03/21 I 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. E. ASTM F-1554 07 -ALL ANCHOR BOLTS,UNLESS NOTED OTHERWISE ATC JOB NO: 13683414_D1 18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTERCUSTOMER ID: TIGARD WEST EACH DAY. FABRICATION PER ASTM A123.EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL CUSTOMER#: 10093100 BE GALVANIZED PER ASTM A153 OR 13695. 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER 4. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES AND GROUND SURFACES WHERE CORPORATION(ATC)AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OFEXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH OTHER OCCUPANTS OF THE FACILITY. (2)BRUSHED COATS OF ZRC GALVILITE COLO GALVANIZING COMPOUND PER ASTM A780 ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE GENERAL NOTES • AND MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC 20. CONTRACTOR SHALL FURNISH AT&T MOBILITY AND AMERICAN TOWER CORPORATION ENGINEERING IMMEDIATELY FOR CORRECTION OR RE-DESIGN. (ATC)WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR WORK. DETAILED ON STRUCTURAL DRAWINGS. ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR SHEET NUMBER: REVISION: APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE 2',. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH AT&T MOBILITY 6. CONNECTIONS: RESPONSIBILITY OF THE GENERAL CONTRACTOR. G O O Z 0 REP TO DETERMINE WHAT,IF ANY,ITEMS WILL BE PROVIDED,ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR,CONTRACTOR WILL INSTALL NOTES: n 1. BOUNDARY LINES OBTAINED FROM x BEAVERTON-HILLSBORO,OREGON ONLINE GIS. li i t 2 ZONING INFORMATION OBTAINED FROM N/F AMERICAN TOWER® fi ZONING ORDINANCE. TIGARD—TUALATIN SCHOOL DISTRICT#23J PARCEL #: 2S102CB0o100 ATC TOWER SERVICES,LLC } 3500 REGENCY PARKWAY SUITE 100 L. CARY,NC 27518 /' PHONE:(919)488 0112 BUILDING o` • rodiconn N/F Prodiconn Solutions,Inc VITAMIN COTTAGE NATURAL FOOD MARKETS INC 210 VIA ALAMEDA t PARCEL # 2S102CB00200 REDONDO,CA 90277 Tel:424.240.9751 (----.-- REV. DESCRIPTION BY DATE N/F '� BUlL ) A _PRELIM LK 09/03/21 aUSTIN, DAVID L & EVANS, DAVID M �/I 0 100%CONSTRUCTION LK 10/12/21_ PARCEL #: 2S1028002300 BUILDING 5 r. \ r "-- ATC SITE NUMBER: BUILDING 82805 EXISTING CHAIN LINK FENCE ATC SITE NAME. EXISTING N/F BUILaNG TIGARD-99 r. TOWER HUDSON PLAZA LLC 'i -'ARCEL #: 2S 1028D0190C- \ N/F AT&T MOBILITY SITE NAME: CHALET VILLAGE LLC ''20o TIGARD WEST PARCEL #: 2S102BD02201 N/F SITE ADDRESS:W KIM, PENNEY 12925 SW PACIFIC HY 4RCEL #: 2S1028D02600, Q9 •. ,tD,7OF7•R- -5015 N/F TIGARD UNITED METHODIST CHURCH SEAL: Cj ��� F{�OF�4 PARCEL #: 2S1028D01600 c�'t 1G i p� `SS DI:J ( -- 4I OI O QI-,4 ki 98O P BU!LD1NG 24E101C L802 , Io�10/13/2021 ., N AT&T 4/ CYPRESS CRESTST APARTMENTS LLC ` ` PARCEL #: 2S102CB03400 �\�/ DATE DRAWN: 09/03/21 / 110ATC JOB NO: 13683414 D1 CUSTOMER ID: TIGARD WEST CUSTOMER* 10093100 0 OVERALL SITE PLAN OVERALL SITE PLAN GRAPHIC SCALE N 400 0 200 400 SHEET NUMBER: REVISION: (IN FEET) 001 0 1 UNIT=400 FEET SITE PLAN NOTES: c a, 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN.THE CONTRACTOR SHALL VISIT THE SITE n PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. - v. 2. ICE BRIDGE,CABLE LADDER,COAX PORT,AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL ' PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN.BEFORE UTILIZING EXISTING CABLE SUPPORTS,COAX PORTS,INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT,CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. PAVED AMERICAN TOWER° 3. THIS PROJECT INCLUDES NO INSTALL OR MODIFICATION AT GRADE. PARKING LOT ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY SUITE 100 CARY,NC 27518 PHONE:(919)468-0112 LEGEND )' 35'-0" LEASE AREA / ® GROUNDING TEST WELL /BTS AUTOMBOLLARD IC TRANSFER SWITCH 34 0 • rod i C o n n CSC CELL SITE CABINET / 23 -O )' 11'-0" GATE / D DISCONNECT REMOVE(2)EXITING STAND-ALONE CONVERTER SYSTEMS: E ELECTRICAL REPLACE EXISTING OUTDOOR POWER PLANT WITH NEW Prodiconn Solutions,Inc VERTIV NETSURE-48VDC POWER SYSTEM;INSTALL(1)NEW 210 VIA ALAMEDA , F FIBER VERTIV NET SURE 512-48VDC POWER PLANT OUTFITTED t t 1" REDONDO,CA 90277 GEN GENERATOR WITH(10)EA.HE 2KW-48VDC RECTIFIERS&(2)EA.HE 1.5KW ,A,,- .� Tel:424.240.9751 G GENERATOR RECEPTACAL -48VDC/+24VDC CONVERTER MODULES.REMOVE(1) / ` / -' HH,V HAND HOLE,VAULT EXISTING BATTERY CABINET.INSTALL(1)NEW-48VDC V �I REV. DESCRIPTION BY DATE IB ICE BRIDGE VERTIV BATTERY CABINET OUTFITTED WITH(16) % ' REUTILIZED ENERSYS POWERSAFE SBS-170F BATTERIES; 1 %A PRELIM LK 09/03/21 K KENTROX BOX INSTALL(12)REUTILIZED ENERSYS POWERSAFE SBS-170F I I ' 100%CONSTRUCTION LK 10/12/21 LC LIGHTING CONTROL BATTERIES UNDERNEATH NEW DC POWER PLANT FOR A - M METER ATOTAL OF(28)REUTILIZED BATTERIES i.e(7)STRINGS _ __ PB PULL BOX CONFIGURED @-48VDC NOMINAL TO ACHIEVE 6.03 HRS OF - - EXISTING 5' X 11' PP POWER POLE BATTERY RESERVE GENERATOR PAD T TELCO / TRN TRANSFORMER AT&T MOBILITY �� ATC SITE NUMBER: �{ • CHAINLINK FENCE '9' X 15' CONCRETE PAD MO __ `GRAVEL ---- 82805 WITHIN A SUREACE- 9' X 16' GROUND SPACE J ATC SITE NAME: o TIGARD-99 PROPOSED(2)6 AWG 6 COAX CABLES AND --"' IB (1)0.39"(10MM)FIBER TRUNK 111..... EXISTING (3) 0.78" (19.7MM) 8 AWG 6 AT&T MOBILITY SITE NAME: (ROUTED PER PROPOSED CABLE LENGTH NOTE 2) < g COAX CABLE(S) AND (1) 0.39` TIGARD WEST (REFER TO PROPOSED CABLE LENGTH NOTE ON L�J i (10MM)FIBER TRUNK(S) (TO REMAIN) THIS PAGE) �•�• SITE ADDRESS: Q MONOPOLE 12925 SIILPACIFIC HWY •; i'rt0,IQ1•R: -5015 O IB QI , SOP c0 PRO��L SEAL: �� tS c, G EE S imac Co Ci U / 9, %0„ / 9380.P - Q t -, d: / M I -1 4 EXISTING Y 12' X 20' !LF` �'-0- io, `?Q�� �� ` � SHELTER e� I. ,NO \AQr 0 ;I o C- - U, Q EXISTING TELCO �� ci EXPIRES: 6/30/2023 >. H-FRAME ( 7 r� ,N; 11-1 - 10/13/2021 ) PROPOSED CABLE LENGTH: - `- AT&T� 1. ESTIMATED LENGTH OF PROPOSED CABLE IS 30M ( ESTIMATED LENGTH OF CABLE WAS PROVIDED BY \ x �` CUSTOMER OR CALCULATED BY ADDING THE RAD CENTER AND THE DISTANCE FROM THE SHELTER DATE DRAWN: 09/03/21 ENTRY PLATE TO THE TOWER(ALONG THE ICE ATC JOB NO: 13683414_D1 BRIDGE)AND A SAFETY FACTOR MEASUREMENT OF / 25 O 15%(OF THE TWO PREVIOUS VALUES),CDS DEFER CUSTOMER ID: TIGARD WEST TO GREATEST CABLE LENGTH. CUSTOMER#: 10093100 2 ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS.WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS DETAILED SITE PLAN PROVIDED FOR CARRIER TO ADEQUATELY SECURE O DETAILED SITE PLAN CABLES,USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP-INS OR MOUNTING GRAPHIC SCALE N HARDWARE AND BRACKETS AS SPECIFIED BY CABLE 1 0 0 1 - MANUFACTURER.OTHERWISE,ATTACH CABLES TO I SHEET NUMBER: REVISION: HORIZONTAL OR DIAGONAL TOWER MEMBERS G C 101 0 USING PROPOSED STAINLESS STEEL ADAPTERS(DO (IN FEET) _ NOT ATTACH TO TOWER LEG). 1 UNIT=1 FEET u TOP OF EXISTING TOWER TOP OF EXISTING TOWER ELEV. 76' ELEV. 76' AMERICAN TOWER. ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY SUITE 100 PER MOUNT ANALYSIS COMPLETED BY AMERICAN CARY,NC 27518 I TOWER CORPORATION,DATED 08/27/2021,THE PHONE:(919)468-0112 EXISTING CARRIER ANTENNAS 0 EXISTING MOUNT CAN ADEQUATELY SUPPORT RAD CENTER @ 76' THE PROPOSED LOADING. o',.wllm„\ TOP OF EXISTING AT&T MOBILITY TOP OF EXISTING AT&T MOBILITY Y APPURTENANEV:H 4IG ST APPURTENANEV EII OOT Srodlcofln Prodiconn Solutions,Inc 11 PROPOSED AT&T MOBILITY 210 VIA ALAMEDA li 1 EXISTING AT&T MOBILITY ANTENNAS, RAD CENTER @ 62.5' REDONDO,CA 90277 RAD CENTER @ 60' Tel 424.240.9751 � EXISTING AT&T MOBILITY I ) RAD CENTER @ 60' REV. DESCRIPTION BY DATE A', PRELIM LK 09/03/21 EXISTING AT&T MOBILITY EQUIPMENT I ' © EXISTING AND ,0 100%CONSTRUCTION LK 10/12/21 PROPOSED AT&T /'\ MOBILITY EQUIPMENT — I" ATC SITE NUMBER: 1 82805 II ATC SITE NAME: 11, TIGARD-99 is f j E II AT&T MOBILITY SITE NAME: I EXISTING CARRIER ANTENNAS EXISTING CARRIER ANTENNAS TIGARD WEST RAD CENTER @ 42' RAD CENTER @ 42' I�) r ' SITE ADDRESS: 1292 . -•CIFIC HWY , r. -5015 ill I SEAL: Cj R PpRc7, ' BCD' C,V 1 N l Ss/ tI 1 40 r g' 9380•P jl TOWER NOTE: f l 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ' ir..0, gCONFIRM WITH THE PROJECT MANAGER THAT <� ' 1O 2 ,4'1 STRUCTURLANALLYSISBEFORECOMMENTHEY HAVE THE MOST RECENT VERSION OCINGF E ` L I ND ©� I-c�I WORK. EXISTING AND PROPOSED TOWER �ypgMV,` ISHOWN BASED ON NCES,THOUNTS,AND ANTENNAS E STRUCTURL ANALYSIS.E EX� S: 6/30/2023 >_i2. WHERE APPLICABLE,ALL NEW ANTENNAS, I1 EQUIPMENT,MOUNTS,CABLING,ETC.SHALL BE /13/2021 IPAINTED/SOCKED TO MATCH EXISTING EQUIPMENT ; PROPOSED(1) 6" CB FIBER sl IN ACCORDANCE WITH FAA,JURISDICTION,AND/OR �T T TRUNK&(2)6 AWG 6 COAX CABLES ; OTHER LOCAL REQUIREMENTS. ;^' 3. ROUTE PROPOSED CABLES ALONG SAME PATH AS ` EXISTING TOWER ,' EXISTING CABLES AND IN ACCORDANCE WITH EXISTING TOWER STRUCTURAL ANALYSIS.IF ADEQUATE SPACE EXISTS,ROUTE CABLES THROUGH ENTRY PORT DATE DRAWN: 09/03/21 HOLE,UP INSIDE OF MONOPOLE,AND THROUGH e EXIT PORT HOLE.IF ROUTING OUTSIDE THE ATC JOB NO: 13683414_D1 MONOPOLE,ATTACH CABLES USING STAND-OFF `I I( ADAPTERS MOUNTED TO TOWER USING STAINLESS CUSTOMER ID. TIGARD WEST STEEL BANDING.ADEQUATELY SECURE CABLES CUSTOMER#: 10093100 USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP-INS OR MOUNTING HARDWARE AND I BRACKETS AS SPECIFIED BY CABLE EXISTING TOP 0 ____ _______._.___ EXISTING TOP Ai, MANUFACTURER. TOWER ELEVATION OF BASE PLATE OF BASE PLATE Ilk 4. TOWER ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE TO MATCH STRUCTURAL ANALYSIS.ELEVATIONS DO NOT REFLECT TRUE ABOVE GROUND LEVEL(A.G.L.) 5. TOWER AND ANTENNA MOUNT STRUCTURAL SHEET NUMBER: REVISION: O EXISTING TOWER ELEVATION CD PROPOSED TOWER ELEVATIONANALYSIS AND MODIFICATION DESIGN,IF REQUIRED, TO BE COY OTHERS 1SCALE:N.T.S. SCALE:N 7.5. 6 CONTRACTOR TO DV ERIFFY THE SUITABILITY OF THE ^/L O 1 0 CPPr IFIFII A AITFMNLLI AACII MIT GCCFRARI IFC PRIOR TO MATERIALS PROCUREMENT AND CONSTRUCTION. EXISTING CONFIGURATIONS ARE BASED ON REDS. PER MOUNTANALYSIS COMPLETED BYAMERICAN -CONTRACTOR TO VERIFY EXISTING CONDITIONS. TOWER CORPORATION,DATED 08/27/2021,THE �m EXISTING MOUNT CAN ADEQUATELY SUPPORT m THE PROPOSED LOADING. N y i A A 75, .„ A A i 1 AMERICAN TOWER a b z b r o T ATC TOWER SERVICES,LLC II 0. II II a o = o = b = 3500 REGENCY PARKWAY Ni Q N Q Ni Q �� a u al ° a SUITE 100 d' Q Q EXISTING ANTENNAS EXISTING AIRSCALE RRH 4T4R B5 EXISTING AIRSCALE RRH 4T4R 85 < ¢ < ¢ ¢ CARP,NC 27518 v EPB0-652L8H8 —� a 160W AHCA, B66A RRH4X45-4R 160W AHCA, 866A RRH4X45-4R PROPOSED AEQK+AEQU a PHONE:(919)468-0112 TO RELOCATED 2 PER SECTOR, 6 TOTAL STACKED ANTENNA ®i w 2 PER SECTOR, 6 TOTAL A 1 t6'-6" A, ±S-3 A4 ) 1 PER SECTOR, 3 TOTAL A l A3 A4 _ Ii:251' t5'-0"__�i I t5'-0" (1 PER SECTOR)(TYP.3) cw • EXISTING AIRSCALE DUAL RRH . p I._ © ^� 4T4R B12/14 320W AHLBA, �� j T T L PROPOSED SQUID e"` AIRSCALE DUAL RRH 4T4R A2 DC9 48 60-24 BGEV 825/66 320W AHFIB EXISTING TOWER ii • ro d i C o n n 2 PER SECTOR, 6 TOTAL p n ys% EXISTING AIRSCALE DUAL RRH I 4T4R B12/14 320W AHLBA, $ }? f AIRSCALE DUAL RRH 4T4R 4 g ��► Prodiconn Solutions,Inc f/" 81 C4 825/66 320W AHFIB C4 2pp 2 PER SECTOR, 6 TOTAL REDONDO,CA 90277 2A `;, �; -9� TN:424.240.9751 Nth ' I k s,. 1, <9 'Io. GP s `� hp B 1 �,. GP a a �q b ry REV. DESCRIPTION BY DATE ;2 ) > FT,9 Av PRELIM LK 09/03/21 P GP,,�,P J �., EXISTING SQUID 'LAB C3 I B3 0_, 100% CONSTRUCTION LK 10/12/21 - B3 DC9 48-60 24-8C-EV -�P0 \C2 ^r 9? TO REMAIN) �r P PROPOSED KENWOOD -" �� ( ) 1' 4% ��. T1312MT STANDOFF la EXISTING ANTENNAS ti �� 1 PER SECTOR, 2 TOTAL CMA-UBTULBULBHH-6517-77-21-21 F SFr o- EXISTING ANTENNAS `; 6F 2°o BRACKET OR EQUIVALENT.� q CMA-UBTULBULBHH-6517-17-21-21 - �' (TO REMAIN) C l (TO REMAIN) ...1 C l B4 9 ATC 82805BER: 2 PER SECTOR, 6 TOTAL 2A0 y� 2 PER SECTOR, 6 TOTAL a Pi'/ �pAP B "'moo, �`�? ATC SITE NAME: GP EXISTING `�y EXISTING SQUID eFT °" TIGARD-99 RRH4x25-WCS-4R DC6-48-60-18-8C-EV, 1 PER SECTOR, DC9-48-60-24-8C-EV 3 TOTAL — EXISTING ANTENNAS EPBO-652L8H8 AT&T MOBILITY SITE NAME: (TO BE REMOVED) (TO REMAIN) 1 PER SECTOR. 2 TOTAL TIGARD WEST 1 PER SECTOR, 2 TOTAL PROPOSED RRUs MUST BE SITE ADDRESS: O CURRENT ANTENNA PLAN O FINAL ANTENNA PLAN INSTALLED A MINIMUM OF 12" 1292 tLEACIFICHWY 2 AWAY FROM ALL ANTENNAS SCALE N.T.S .\VD,IOFIt= - 5015 SCALE:N.T.S. � � EXISTING ANTENNA SCHEDULE NOTES FINAL ANTENNA SCHEDULE SEAL: c. F.'O PROF S LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY 1. CONFIRM WITH AT&T MOBILITY LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY �' \G I S SECTOR RAD AZ POS ANTENNA BAND STATUS ADDITIONAL TOWER STATUS REP FOR APPLICABLE SECTOR RAD AZ POS ANTENNA BAND STATUS ADDITIONAL TOWER MOUNTED STATUS �e E�� /0 MOUNTED EQUIPMENT UPDATES/REVISIONS AND MOST EQUIPMENT t� V /4 RECENT RFDS FOR NSN DUAL RRH 4T4R B12/14 CONFIGURATION(CONFIG).GC TO CMA-UBTULBULBHH-6517-17 LTE700,LTEtsoo DUAL RRH 4T4R B12/14 c . 9380.P Al CMA-UBTUL3ULBHH-6517-17-21-21 - RMN 320W AHLBA(, DUAL RRH RMN CAP ALL UNUSED PORTS. Al -21-21 AWS RMN 320W AHLBA DUAL RRH 4T4R RMN 4T4R B25/66 320W AHFIB 2. CONFIRM SPACING OF PROPOSED B25/66 320W AHAB - 4�� ,�r1/� ALPHA 60' 0' A2 - - - - EQUIP DOES NOT CAUSE TOWER A2 - - - - I 4 RRH 4T4R BS CONFLICTS NOR IMPEDE TOWER ALPHA 60' 0' CLIMBING PEGS. CMA-UBTULBULBHH-6517-17 RRH 4T4R B5 160W AHCA it A3 CAN-UBTULBULBHH-6517-17-21-21 - RMN 160W AHCA, B66A RMN 3. THE ANTENNA ORIENTATION PLAN A3 5G850,LTEWCS RAM RMN �L v-/4� �� RRH4X45-4R -21-21 B66A RRH4X45-4R F (Y 0: A4 EPBQ-852L8H8 - REL RRH4x25-WCS-4R RMV CONFIRM EXISTING TSITE NOT A4 AEQK+AEQU STACKED - ADD - - ``S r \ -' 0•¢1 DUAL RRH 4T4R B12/14 CONDITIONS INCLUDING,BUT NOT L t ND I-:- B 1CMFI-UBTULBULBHH-6517-17-Z 1-21 RMN 320W AHLBA, DUAL RRH RMN LIMITED TO,ANTENNA AZIMUTHS, CMA-UBTULBULBHH-6517-1 7 LTE700,LTE 1900 DUAL RRH 4T4R B12/14 (��i MOUNT CONFIGURATIONS AND B1 -21-21 AWS RMN 320W AHLBA, DUAL RRH 4T4R RMN 11 4T4R 825/66 320W AHFIB TOWER ORIENTATION.SCALES 825/66 320W AHFIB EXPIRES: 6/30/2023 >•it 82 RRH 4T4R B5 SHOWN- AREE EXISTIOR NG IMENSI 82 �. 0/13/2021 1 BETA 60' 130' ONLY AND EXISTING DIMENSIONS BETA 60' 130' B3 CMFI-UBTULBULBHH-6517-17-21-21 RMN 160W AHCA, B66A RMN ARE APPROXIMATE.THE CMA-UBTULBULBHH-6517-17 RRH 4T4R B5 160W AHCA, CONTRACTOR SHALL VERIFY ALL 83 -21-21 5G850,LTEWCS RMN B664 RRH4X45-4R RMN , AT&T RRH4X45-4R EXISTING CONDITIONS PRIOR TO B4 EPBQ-652L8H8 - RMV RRH4x25-WCS-4R RMV INSTALLATION AND NOTIFY ATC 84 AEQK+AEQU STACKED - ADD - - DUAL RRH 4T4R B12/14 OF ANY DISCREPANCIES. DUAL RRH 4T4R B12 4. CONTRACTOR TO ENSURE CMA-UBTULBULBHH-651 7-1 7 LTE700,LTE1900 /14 "-...../" Cl CMA-UBTULBULBHH-6517-17-21-21 - RMN 320W AHLBA, DUAL RRH RMN PROPER SEPARATION IN Cl -21-21 AWS RMN 320W AHLBA DUAL RRH 4T4R RMN 4T4R B25/66 320W AHFIB ACCORDANCE WITH AT&TS 825/66 320W AHAB DATE DRAWN: 09/03/21 GAMMA 60' 240' C2 - - FIRSTNET REQUIREMENTS(SEE C2 - - SHEET R-802) GAMMA 60' 240' ATC JOB NO: 13683414_D1 RRH 4T4R B5 CAN-UBTULBULBHH-6517-17CUSTOMER ID: TIGARD WEST C3 CMA-UBTULBULBHH-6517-17-21-21 - RMN 160W AHCA, B66A RMN C3 -21-21 5G850,LTEWCS RMN B66A RRH 4T4R R B5 135 160W-4R AHCA RMN RRH4X45-4R CUSTOMER#: 10093100 C4 EPBQ-852L8H8 - RMV RRH4x25-WCS-4R RMV C4 AEQK+AEQU STACKED - ADD - - STATUS ABBREVIATIONS CABLE LENGTHS FOR JUMPERS FINAL FIBER DISTRIBUTION/SQUID FINAL CABLING SUMMARYRMV: RF SCHEDULE AND RRMNO BE TOREMAIN REMOVED JUNCTION TOANTENNARO'15 MODEL NUMBER STATUS COAX DC FIBER STATUS ANTENNA INSTALLATION EXISTING FIBER DISTRIBUTION/SQUID EXISTING CABLING SUMMARY REL: TO BE RELOCATED (3) 0.78" MODEL NUMBER STATUS COAX DC FIBER STATUS ADD:TO BE ADDED (1) DC6-48-60-18-8F RMN (1.7M) 8 - (1) 0.39" (10MM) RMN (1) DC6-48-60-18-8F RMN (3) 0.78"(19.7MM) - (1) 0.39' SHEET NUMBER: REVISION: 8 AWG 6 (10MM) RMN O EQUIPMENT SCHEDULES (1) DC9-48-60-24-8C-Ev RMN (2)6AWG6 - (1)0.39"(10MM) ADD C-401 0 (1) DC9-48-60-24-8C-EV RMN - - - - (1)DC9-48-60-24-8C-EV ADD F E AMERICAN TOWER' ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY SUITE 100 CARY,NC 27518 PHONE:(919)468-0112 Srodlconn EXISTING MOUNTING Prodiconn Solutions,Inc PIPE 210 VIA ALAMEDA REDONDO,CA 90277 EXISTING MOUNTING PIPE Tel:424.240.9751 REV. DESCRIPTION BY DATE PROPOSED AEQK ANTENNA A PRELIM LK 09/03/21 vf.l 0, 100%CONSTRUCTION LK 10/12/21 �o iniiiilillininniiie ATC SITE NUMBER: iiii EXISTING ANTENNA 82805 PROPOSED SQUID (MOUNT PER EXISTING SECTOR FRAME MANUFACTURER'S SPECS) ATC SITE NAME: (ENSURE THAT BRACKET TIGARD-99 DOES NOT CONFLICT WITH I EXISTING OR PROPOSED PROPOSED AEQU ANTENNA �� EQUIPMENT) AT&T MOBILITY SITE NAME: __ TIGARD WEST 4 -- SITE ADDRESS: �� j PROPOSED KENWOOD T1312MT EXISTING MOUNT 12925 SW PACIFIC HWY o•.I STANDOFF BRACKET ��`_ *t `•�O,FO' _') 5015 I' / SEAL: 5�CF,D pp v;. Or 9380•P PROPOSED 5G ANTENNA MOUNTING DETAIL-TYPICAL { Or k'" O C O EXISTING ANTENNA DETAIL O PROPOSED SQUID MOUNTING AL SCALE:N.T.S. • SCALE:N.T.S. SCALE:N.T.S. i I. I ND H7 U; EXPIRES: 6/30/2023 w.;; ="di 10/13/2021 ;I 1 AT&T DATE DRAWN: 09/03/21 ._ _ ATC JOB NO: 13683414 D1 CUSTOMER ID: TIGARD WEST CUSTOMER#: 10093100 CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-501 0 EXISTING PROPOSED ANTENNA A , ANTENNAS PROPOSED JUMPERI. i TO ANTENNA N I PROPOSED CONNECTOR AND TO EXISTING I WEATHERPROOFING KIT ANTENNA MASTS I 3/8"X 1-1/2"SS BOLT 3/8"SS LOCK WASHER AMERICAN TOWER' PROPOSED WEATHERPROOFING KIT es (EACH SIDE) (EACH SIDE) ATC TOWER SERVICES,LLC EXISTING COAX I Ali 3500 REGENCY PARKWAY - GROUND KITS I j PROPOSED CABLE © '�v SUITE 100 I I GROUND KIT ri ' CARY,NC 27518 `,% /'�' �/ PHONE:(919)468-0112 t ANTENNA CABLE 2 1/2"0 MAX -- .' I 1 " 1 j i ANTENNA CABLE TO �/ s°,,,,, I I I I CABINET(TYP.) I 0° II 1 `\ 00 �'° °° Crodiconn I 1 It GROUNDING KIT PER CABLE O PROPOSED#6 AWG —i—t�4 /� MANUFACTURER'S RECOMMENDATIONS '/° '�o STRANDEDCU I i s�\� '` \ � � ° • t \ (ANDREW OR APPROVED EQUAL) WIRE WITH GREEN,600V, t 1 I i #6 AWG STRANDED CU ° THWN INSULATION `- \ \ I WIRE WITH GREEN,600V, ^� � o Prodiconn Solutions,Inc TO PROPOSED OVP BOX .�� ..-\..„, �� t I i 1 i THWN INSULATION ')1! //' n�/ 210 VIA ALAMEDA ---,Ns \\ 1 I I ( I ( #6 AWG STRANDED COPPER GROUND ^ REDONDO,CA 90277 GROUNDING 1 L WIRE(GROUNDED TO GROUND BAR) . ' i ` Te1:424.240.9751 ND BAR CONNECTION TO u u �'' (ERICO P,/N"GROU4406CC OR EQUAL) EXISTING TMAs I I I Y I I REV. DESCRIPTION BY DATE EXISTING GROUNDING GROUND BAR MOUNTED 1„,..._____..... CPITWO HOLE LUG,TO BE USEDNEAR/BELOW ANTENNA © WITH#2 AWG BCW A PRELIM LK 09/03/21 CONNECTION TO I (TO BE INSTALLED IF LIGHTNING 9117 TO GROUND BAR (LOWER TOWER GROUND 0 100%CONSTRUCTION LK 10/12/21 PROTECTION SYSTEM j REQUIRED) BAR ONLY) NOTES: / TO EQUIPMENT -- 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS.SLIGHT GROUND BAR NOTES: ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS.THE GROUND KIT NOTES: ATC SITE NUMBER: CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT 1. GROUND BAR KITS COME WITH ALL HARDWARE,NUTS,BOLTS, CONSTRUCTION MANAGER OF ANY CONFLICTS. GROUND WIRE DOWN TO GROUND BAR. WASHERS,ETC.EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 82805 2. SITE GROUNDING SHALL COMPLY WITH AT&T MOBILITY GROUNDING STANDARDS,LATEST 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT(ANDREW PART EDITION,AND COMPLY WITH AT&T MOBILITY GROUNDING CHECK(T'T, ;,TEST VERSION. NUMBER 221213)AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. ATC SITE NAME: WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL TIGARD-99 GOVERN. O TYPICAL ANTENNA GROUNGIiv�, DIAGRAM CD CABLE GROUND KIT CONNECTION DETAIL O TOWER GROUND BAR DETAIL AT&T MOBILITY SITE NAME: SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. TIGARD WEST SITE ADDRESS: 1292 , -•CIFIC HWY 1/4"0 HILTI'.A/IK BOLT III it �' �O�/ 1 �VD.tOF�'R' -5015 3/8"THREADED INSULATOR ® 3/8"X 3/4"SS SEAL: �j �� P�oF s WHERE INDICATED / BOLT(TYP.) (N)LTE ANTENNA ��EZ F� ��, ��yG ( (VE�o Si0 <w �-s' �.\l\ GROUND BAR 9380 P are l A' f�,� MOUNTING BRACKET (N)RRU TYP. 0 ; �1J (TYP.) fJ� (N)/(E)DC-6 SURGE ® l SUPPRESSOR (N)/(E)AT&T SURGE / '� ♦ . , � o®® riI" ".''' \ � SUPPRESSOR PER ARRAY „" /.,®®o O 0®® OI . '�. (N)RRUS PER PLAN 11 t X`ee ICY 10, 9a 0\` � p;•i E S ,/,..; /� , oo ® 0000®® � \ice. iJ lE I- I c IND N U �J °°°o®® °o o® •%��;1��,•:• !A\ = —� EXPIRES: 6/30/2023 �� �'Y ��� (E)RRUS PER PLAN ° 1/4"X4"X12" AT&T '4 o GALVANIZED BUSS ',I (N)1/2"COAXIAL CABLE • / •� °l1/ BAR I1: SECURED WITH APPROVEDy ' ATTACHMENTS(TYP.) TWO-HOLE LUG,TO BE USED .; -" 3/8"SS LOCK WITH#2 AWG BCW WASHER(TYP.) (N)GROUNDING KIT,GROUND DATE DRAWN: 09/03/21 TO EXISTING GROUND BAR(S) ATC JOB NO: 13683414_D1 AT ANTENNA LEVEL(TYP.) CUSTOMER ID: TIGARD WEST GROUND BAR NOTES CUSTOMER#: 10093100 (N)#6 AWG RRU GROUND 1. GROUND KITS COME WITH ALL HARDWARE,NUTS,BOLTS,WASHERS,ETC. CONDUCTOR EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). °° ° °° GROUNDING DETAILS 2. GROUND BAR SHALL BE BOLTED TO STRUCTURAL MEMBER OR (E)COPPER GROUND BUS BAR ANCHORED TO CONCRETE SLAB W/HILTI KWIK BOLT III. SHEET NUMBER: REVISION: CD MAIN GROUND BAR DETAIL O RRU GROUNDING CI ANTENNA/RRU GROUNDING E-501. 0 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. B A U .---" AMERICANTOWER° �� \ !_ ATC TOWER SERVICES,LLC NOP 3500 REGENCY PARKWAY - SUITE 100 CARY,NC 27518 PLAN VIEW PHONE:(919)468-0112 • B< 1 t B 4::� O000 , i==,i =_i Srodlconn 0 0 0 0 U -��- '__'� i - Prodiconn Solutions,Inc TOP VIEW =ice" j��- i=��i ---- 210 VIA ALAM EDA 'eil �" L REDONDO,CA 90277 ' �" I Im ,1 a Tel:424.240.9751 MENIM • REV. DESCRIPTION BY DATE u u u u u u u u u u �- IFIuII1'I PRELIM _ LK 09/03/21 jr Q IIIQj 100%CONSTRUCTION LK 10/12/21 SIDE VIEW FRONT VIEW ....wnr FRONT VIEW SIDE VIEW ATC SITE NUMBER: 82805 • ATC SITE NAME: TIGARD-99 AT&T MOBILITY SITE NAME: RAYCAP SPECIFICATIONS TIGARD WEST ANTENNA SPECIFICATIONS RAYCAP MODEL A B C WEIGHT SITE ADDRESS. ANTENNA MODEL A B C WEIGHT (LBS) (LBS) 12925 SW PACIFIC HWY DC9-48-60-24-8C-EV 31.4" 18.3" 10.2" 16.0 PORTLAND,OR 97223-5015 AEQK 29.5" 17.7" 9.5" 99.2 AEQU 29.5" 17.7" 9.4" 99.2 AT T DATE DRAWN: 09/03/21 ATC JOB NO: 13683414 D1 CUSTOMER ID: TIGARD WEST CUSTOMER#: 10093100 GROUNDING DETAILS ED EQUIPMENT SPECIFICATIONS SHEET NUMBER: REVISION: SCALE:N.T S R 601 0 a, n 9 V s K AMERICAN TOWER° ATC TOWER SERVICES,LLC d 3500 REGENCY PARKWAY SUITE 100 a. CARY,NC 27518 F PHONE:(919)468-0112 RF REQUIREMENTS FOR 700B14 FIRSTNET, 700 B12, o N Srodicoriri 700DANTENNA SEPARATION Prodiconn Solutions,Inc 210 VIA ALAMEDA REDONDO,CA 90277 ❑ Horizontal separation (side to side of antenna) >= 3' Tel:424.240.9751 REV. DESCRIPTION BY DATE Vertical j� separation (n- ( /'+� Q A PRELIM LK 09/03/21 Li Vertical separation (between the tips of the antennas). > 3 0 100%CONSTRUCTION LK 10/12/21 LI Inter-sector separation . > 3' between the center of the antenna backplanes. ATC SITE NUMBER: 82805 ATC SITE NAME: t TIGARD-99 AT&T MOBILITY SITE NAME: 00 ' TIGARD WEST , `""'# . 1"' SITE ADDRESS: 12925 SW PACIFIC HWY PORTLAND,OR 97223-5015 q . .r ,` > SEAL: /.y . 4.......„0/ U Please note additional horizontal separation may be required if B14 antennas azimuth are different from others or antennas are severely angled with respect to the mount. U Typical 3 horizontal separation can tolerate skew angle up to b°. - AT T DATE DRAWN: 09/03/21 ATC JOB NO: 13683414 D1 CUSTOMER ID: TIGARD WEST CUSTOMER#: 10093100 GROUNDING DETAILS SHEET NUMBER: REVISION: NOTE: THIS QUEST OF CUSTOMER WITSHEET CREATED BY RHOUTS DEDIOVIDED R-6 OL O BY AMERICAN TOWER° ATC TOWER SERVICES,LLC ++ 3500 REGENCY PARKWAY AMERICAN TOWERS SUITE 100 CARY,NC 27518 CORPORATION PHONE:(919)468-0112a N Mount Analysis Report ATC Site Name : TIGARD-99, OR rodiconn Prodiconn Solutions,Inc ATC Site Number : 82805 210 VIA ALAMEDA REDONDO,CA 90277 Engineering Number : 13683414_C8_06 Te1:424.240.9751 REV. DESCRIPTION BY DATE Mount Elevation 58.75 ft A PRELIM LK 09/03/21 0', 100%CONSTRUCTION LK 10/12/21 Carrier : AT&T Mobility Carrier Site Name : MRWOR053826 ATC SITE NUMBER: Carrier Site Number : PL77 82805 ATC SITE NAME: Site Location : 12925 SW Pacific Hwy TIGARD-99 Portland, OR 97223-5015 AT&T MOBILITY SITE NAME: TIGARD WEST 45.42663889 , -122.77986111 SITE ADDRESS: 12925 SW PACIFIC HWY County Washington Expires: 12/31/2022 PORTLAND,OR 97223-5015 SEAL: Date : August 27, 2021 �ti�EQ PRop Max Usage : 58% 4' 4b.88 7 E,Q :o' Result : Pass -13 vc7,0 GONAt,witARy p Prepared By: Reviewed By: Garrett Williams qN K• Structural Engineer Authorized by "EOR" ,rear V N 27 Aug 2021 12:58:02 cosi D c` AT T DATE DRAWN: 09/03/21 ATC JOB NO: 13683414 D1 CUSTOMER ID: TIGARD WEST CUSTOMER#: 10093100 GROUNDING DETAILS ATC Tower Services,LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919.468.0112 Office- 919.466.5414 Fax -www.americantower.com SHEET NUMBER: REVISION: 0 MOUNT ANALYSIS R-603 0 Alm G .Z AMERICAN TOWER• a ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY -' SUITE 100 a- CARY,NC 27518 U H- OTY ITEM PART NUMBER DESCRIPTION PHONE:(919)468-0112 r Y 1 1 T1312MT24 24" STANDOFF BRACKET N U Q -, 1 - T1312MT36 36" STANDOFF BRACKET i 1 - T1312MT48 48" STANDOFF BRACKET r (n CD 1 - T1312MT60 60" STANDOFF BRACKET • ro d i c o n n I— 0 1 — T1312MT72 72" STANDOFF BRACKET CVo STRAIGHT LEG O 4 2 K1000KT8-534 HALF CLAMP—MEDIUM G 4 3 K2220KT121 THREADED ROD, 5/8" X 12" Prodiconn Solutions,Inc 1 c 16 4 H2002KT58GA3 A325, 5/8'• HEX NUT REDONDO,CA 90277 W 16 5 H3012KT58GSAE A325, 5/8" FLAT WASHER Tel:424.240.9751 16 6 H3002KT58GSAE A325, 5/8" LOCK WASHER REV. DESCRIPTION BY DATE ~ ITEMS 7-13 1 7 K1011KT39 SMALL TO LARGE PIPE ADAPTOR A PRELIM LK 09/03/21 PURCHASED INTHI SEPERATELY 1 8 K1000KT12 NOT INCLUDED IN THIS KIT HALF CLAMP-LARGE o 100%CONSTRUCTION LK 10n2/21 `` • 2 9 K2220KT12i 5/8" X 12" THREADED ROD t '4 4 10 H2O02KT58G 5/8" HEX NUT 0 4 11 H3002KT58G 5/8" LOCK WASHER 4 12 H3012KT58G 5/8" FLAT WASHER ATC SITE NUMBER: 0 © TAPERED LEG 2 13 H1026KT134GA3 A325, 1/2" x 1.75" BOLT $r NU 05 ATC SITE NAME: © TIGARD-99 FOR LEG SIZE EXCEEDING 0 0 �•) • 5-1/2" OD, WILL NEED TO AT&T MOBILITY SITE NAME: I ©0 • PURCHASE SEPERATELY: ^ J © m • ITEMS 7-13. TIGARD WEST ii O SITE ADDRESS: 4 1 4400/.0•00I O 12925 SW PACIFIC HWY el is• PORTLAND,OR 97223-5015 ''��`� •�,� (�,` O /6 SEAL: 1:11 ICII\I .."-,I t/14DLs 0 0ll_m___°1:0111 0 ` (4/ \I EXISTING 1-1/2" TO 5-1/2' •:I+ I , `tI ®,,• TOWER LEG. g / 0 \ _ 0 DRAWN DATE CHECKER DATE KAA 8/22/03 MJN 8/22/03 TITLE OOD STANDOFF BRACKET AT T TELECOM 3431 Novis Pont Acworth,GA 30101 DRAWING NO REV SHEET 1 DATE DRAWN: 09/03/21 (888)439-0500 (770)974-5100 fax T1 31 2 M T Series of ATC JOB NO: 13683414_D1 CUSTOMER ID: TIGARD WEST CUSTOMER#: 10093100 GROUNDING DETAILS NOTE:THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. GENERAL SHEET NUMBER: REVISION: ISH THE AT&T OSTANDOFF SPECIFICATION MOBILITYCCMRTO ENOSURE TH WS CHECKIT RoT-V S THE MOST /„� /A' O 1 RECENT VERSION OF THE RFDS. 1 � ll ti th 'Diagram-Sector A Diagram File Name-PL77_Alpha.vsd toll Site Name- ORL00650 Location Name- TIGARD WEST Market- OREGON Market Cluster- SEATTLE/OREGON/NO.ID omments: AMERICAN TOWER° ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY SUITE 100 Antenna POS1 Spare antenna behind Antenna CARP,NC 2751868 ec ec P Antenna POS3 Antenna POS4 PHONE:(919)468-0112 L7/L7PS/L9/L2 POS3 5G8/WCS N077—AEQK&AEQU LOW LLS/HIGH HGH LOW H H HIGH LOW LCS/HIGH IgGH • s o a o 0 o a a s 0 a 0 a a o a o o a o a . • 0 i c o Prodiconn Solutions,Inc 210 VIA ALAMEDA REDONDO,CA 90277 Tel:424.240.9751 REV. DESCRIPTION BY DATE ZZZ _ A PRELIM LK 09/03/21 0 100%CONSTRUCTION LK 10/12/21 �25/B65 Dual RRH .. wa wo nv AHFIB 'High Band RRH '- - (WCS) CPRIIDC ... 1 CPRI,DG 13 Ti ATC SITE NUMBER: 82805 .1 ATC SITE NAME: TIGARD-99 IMF er ' AT&T MOBILITY SITE NAME: TIGARD WEST SITE ADDRESS: 12925 SW PACIFIC HWY PORTLAND,OR 97223-5015 SEAL: DC able DC s, w AT&T a DATE DRAWN: 09/03/21 ATC JOB NO: 13683414 D1 CUSTOMER ID: TIGARD WEST CUSTOMER#: 10093100 LTE 5G MAIN MAIN BASEBAND BASEBAND UNIT UNIT Power Plant GROUNDING DETAILS NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. GENERAL SHEET NUMBER: REVISION: IS TOO THE AT&T RFDS PLUMBING DIAGRAM MOBILITYCTO CMTOE SURECK THSITH STHEMOST R-605 0 RECENT VERSION OF THE RFDS. 1 Diagram-Sector B.,. Diagram File Name PL77 Beta Gamma.vsd A ,. I Atoll Site Name- ORL00650 Location Name- TIGARD',VEST s•1%e!- (,{;r GON e;Glister- SEATTLE/OREGONINO.ID .. Comments: a! AMERICAN TOWER' ATC TOWER SERVICES,LLC 5 3500 REGENCY PARKWAY -' SUITE 100 a. Antenna POS1 Antenna POS3 Antenna POS4 CARY,NC 4 -8 F L7/L7PS/L9/L2 5G81WCS N077—AEQK&AEQU PHONE:(919)4688 0112 LOW LOW HIGH HIGH LOW LOW HIGH HIGH N n • Srodiconn 0 ® REr I RI- ....... RET Prodiconn Solutions,Inc IJ it 210VIAOCAEDA 902 REDONDO,ACA 90277 Tel:424.240.9751 p111 REV. DESCRIPTION BY DATE �A. PRELIM LK 09/03/21 MI In IIILI ill SI IIM IN 11111 1 a ,n, T. IAA MS 1 0s 100%CONSTRUCTION LK 10/12/21 TM T. TX3 ik4—"`boo our one ft2s/966 oaeti4 RA T a "R RRH AHRB �' 850 Band RRH .Nigh Band RRH CPRUDc CPRI/DC Mat) CPRIIDC GPM/DC �� i7_ �N ATC SITE NUMBER: 82805 ATC SITE NAME: 1111.11111 TIGARD-99 AT&T MOBILITY SITE NAME: TIGARD WEST SITE ADDRESS' 12925 SW PACIFIC HWY PORTLAND,OR 97223-5015 SEAL: DC Cable DC Cable la a ..• aD+ Cab! 4111110 AT&T DATE DRAWN: 09/03/21 ATC JOB NO: 13683414 D1 CUSTOMER ID: TIGARD WEST LTE sG CUSTOMER#: 10093100 MaN MAIN BASEBAND BASEBAND UNIT UNIT Power Plant GROUNDING DETAILS NOTE:THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. GENERAL SHEET NUMBER: REVISION: IS TOTHE AT&T ORFDS PLUMBING DIAGRAM MOBILITYCTOR CMTOENSURECK THSITH IS THE MOST R 2 RECENT VERSION OF THE RFDS. 1 \-606 0 Diagram-Sector C Diagram File Name-P177 Beta Gamma sad •toll Site Name- ORL00650 Location Name- TIGARD WEST i, - Z" :TN ",'u>:�.�- _t i Tl E ti l:Gr>N'.fl D Comments. AMERICAN TOWER' ATC TOWER SERVICES,LLC 3500 REGENCY PARKWAY SUITE 100 Antenna POS1 Antenna POS3 Antenna POS4 CARY,NC 468-8 L7/L7PS/L9/L2 5G8/WCS N077-AEQK&AEQU PHONE:(919)4 -0112 I LOW LOW HIGH HIGH LOW LOW HIGH HIGH ���.. Irk\ I'1 0o as av va vv as vy va • rodiconn RET — RET Prodiconn Solutions,Inc .1,1 ® t NIita i 210 VIA ALAMEDA REDONDO,CA 90277 Tel:424.240.9751 `� IIII! REV. DESCRIPTION PRELIM BY DATE ! A_ LK 09/03/21 _- - MI OM ,l y 0 100%CONSTRUCTION LK 10/12/21 AILAN u a R7 D naB ndxx Ueda DuR RR xX a n Xx c eSS - RRH AHRB — ertio um ,' -0---", 7Bald RR/4 CPRUDC CPRBDC CPRWC ,s 1 T _ ATC SITE NUMBER: 82805 ATC SITE NAME 1111.1111 TIGARD-99 AT&T MOBILITY SITE NAME TIGARD WEST SITE ADDRESS: , 12925 SW PACIFIC HWY PORTLAND,OR 97223-5015 SEAL: I DC Cable DC Cable O Cable rm. • AT T DATE DRAWN: 09/03/21 ATC JOB NO: 13683414 D1 CUSTOMER ID: TIGARD WEST LTE 5G MAIN MAIN CUSTOMER#: 10093100 BASEBAND BASEBAND UNIT UNIT GROUNDING DETAILS NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. GENERAL SHEET NUMBER: REVISION: CONTTHE AT&T CDRFDS PLUMBING DIAGRAM MOBIL�CCMRTOENOSURECS S S RK THITHEM T 7 RECENT VERSION OF THE RFDS. 1 \��O / 0 • SPECIAL S hC FON RE . D . State of Oregon Structural S ►t i +c ' ❑ Concrete and Reinforcing Steal ❑ Bolts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame 0 Reinforcing Steel it Pr :3ssing Steel Tendons Structural Welding ❑ g High-Strenght Bolting ' ❑ Structural Masonry ❑ Reinforced Gypsum Concrete ❑ Insulating Concrete Fill ❑ Spray Applied Fr?-Resistive Materials ❑ Pilings,Drilled Fiore and Caissons ❑ Strotyreto ❑ Special Grading,Excavation and Filling 0 Smoke- ont:ol Yystorns ❑ Other lns® nw—