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Plans (2) lo e(P°2 20 -O0/?3 . • l" AT&T _, i .d'''' ��� Mv b 2020 AT&T SITE \UMBER: PT89 BUSINESS U \ IT F TIGARD u 0(4' CROWN AT&T SITE \AN E• DOWNTOWN TIGARD M��`� � � CASTLE SITE ADDRESS: 8777 SW BURNHAM 1505 WFSTI AKE AVENUE NORTH.SUITE 800 AT&T FA CODE: 10094094 TIGARD, OR 97223 sE0T0F J0'`OR11- v AT&T PACE \ U M 3 E : MRWOR046549/MRWOR046547/MRWOR046597 COUNTY: WAS H I N GTO N j?)1c1SITE TYPE: VO\OPOLE JUISDICTION : CITY OF TIGAD P.MARSHALL&ASSOCIATES DOJ =CT: z-TX4X Software etrofit/5C \ 1 S /LTE 3C SITE INFORMATION DRAWING INDEX LOCATION MAP PT8 9 . CROWN CASTLE USA INC. DOWNTOWN TIGARD SHEET # SHEET DESCRIPTION BU 879526 SITE NAME: T-1 TITLE SHEET & PROJECT INFORMATION 9 DOWNTOWN TIGARD SITE ADDRESS: 8777 SW BURNHAM ®�J�+ w Costco Wholesale TIGARD. OR 97223 T-2 GENERAL NOTES Of f` COUNTY: WASHINGTON 0 Ta1 , 8777 SW BURNHAM MAP/PARCELy{: R2155537 C-1.1 OVERALL SITE PLAN } Dirksen o,9 .. -; 1 AREA AR CONSTRUCTION: R2I1555 C-1.2 EXISTING & FINAL EQUIPMENT PLANS ! �: TIGARD, OR 97223 OFC-2 EXISTING & FINAL ELEVATIONS Nature Park o' I, ,4 LATITUDE: 45' 25'42.07'(45.4283527778) C-3 EXISTING & FINAL ANTENNA PLANS LONGITUDE: -127 46'5.34'(-122.76815) C-4 FINAL ANTENNA & CABLE SCHEDULE Walmart Supercenter 9 LAT/LONG TYPE: (NAD 83) C-5 ELECTRICAL WIRING DIAGRAM Woodard Park \.` _ CURRENT ZONING: INDUSTRIAL IMPROVED C-6 EQUIPMENT DETAILS JURISDICTION: CITY OF TIGARD C-7 EQUIPMENT DETAILS OCCUPANCY CLASSIFICATION: U 1 REV DATE DESCRIPTION TYPE OF CONSTRUCTION: IIB G-1 GROUNDING SCHEMATIC `99W. Dip A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN G-2 GROUNDING DETAILS A 4/8I20 PRELIMS HABITATION SQLlif ( 0 4/20/20 FOR CONSTRUCTION PROPERTY OWNER: CITY OF TIGARD ATTACHED PLUMBING DIAGRAM (BY OTHERS) � '' a/,, 13125 SW HALL BOULEVARD SW I-011��" Sr TIGARD, OR 97223 ATTACHED MOUNT MODIFICATION DRAWINGS (BY OTHERS) TOWER OWNER: CROWN CASTLE USA Inc Portland Oregon Temple • 2000 CORPORATE DRIVE CANONSBURG, PA 15317 PROJECT DESCRIPTION �, Fanno CARRIER APPLICANT: AT&T TOWER ASSET GROUP • ti Creek Park --- 19801 SW 72ND AVENUE THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA - TUALATIN, OR 97062 MODIFICATION ON AN EXISTING WIRELESS SITE. ;n . HMart9 Q TOWER SCOPE OF WORK / D 'r5 _ CLEARANCOR TO CEE (8)EAINTAIN LLAS ANTENNAS RRH TO BACK OF ANTENNA II �1e `141) Map data©2020 CLEARANCE AS WELL AS B14 ANTENNA CLEARANCES PER LATEST �i AT&T RF GUIDELINES. I • • REMOVE (3) RRHs NO SCALE • REMOVE (8) TMAs • PROJECT TEAM • INSTALL (6) ANTENNAS • INSTALL (6) RRHs APPLICABLE CODES/REFERENCE DOCUMENTS • INSTALL (1) RAYCAP DC9 SQUID A&E FIRM: P. MARSHALL & ASSOCIATES DESIGNED:EBG 1000 HOLCOMB WOODS PKWY STE. 210 • INSTALL (1) FIBER TRUNK ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE � � ROSWELL, GA 30076 • INSTALL (1) DC TRUNK WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE REFERENCE DOCUMENTS: DRAWN: EBG PATRICK W MARSHALL, P.E. • RELOCATE B25 RRHs TO POS2 ON BETA& GAMMA LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED REDS ID: 1735350 678-280-2325 • INSTALL (1) SITE PRO 1 PRK-1245L PLATFORM MOUNT TO PERMIT WORK NOT CONFORMING TO THESE CODES: APPLICATION ID: 511776 CHECKED: PVVM REINFORCEMENT KIT CODE TYPE CODE CITY OF TIGARD INC.CROWN CASTLE USA SEATT E, WA 1505 81a9ENUE NORTH, SUITE 800 BUILDING 2019 OSSC JOB#: GROUND SCOPE OF WORK MECHANICAL 2019 OMSC 20ACCATM06-0035 Approved by planning "" 1 CONTACTS: KARIN JACKSON - PROJECT MANAGER • INSTALL +24V TO -48V CONVERTER STSILM W/ (4) ELECTRICAL 2017 OESC y� EXPIRES:6/30/2020 (480) 735-6953 CONVERTER MODULES Date: 5 r� • • INSTALL EXPANSION KIT TO EXISTING RAYCAP DC6 TO PAUL LONG - CONSTRUCTION MANAGER ACCOMMODATE NEW LTE CARRIERS (206) 388-9090 • EXISTING (1) FSM4 (AMLA) IS ADEQUATE, UTILIZE EXISTING Initials: ,__ � TITLE SHEET & ASHE C1 LAURA MANSFIELD - A&E SPECIALIST (1)D 5Gw GROWTHAND )KIT OASIA N CARDS 2 SIDE FORS5G.CE FOR LTE. —�`. PROJECT (720) 414-7271 INFORMATION AT&T CONTACT: JOSH DORNON 19801 SW 72ND AVENUE CALL OREGON ONE CALL TUALATIN, OR 97062 NOTE (800)332-2344 811 (503) 569-7818 PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN (IIIk CALL 3 WORKING DAYS JDO7250ATT.COM NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER BEFORE YOU DIG! ��/ �� , • GENERAL NOTES: 1. EVERY EFFORT HAS BEEN MADE IN THE CONSTRUCTION DOCUMENTS TO PROVIDE A COMPLETE SCOPE OF WORK. MINOR ABBREVIATIONS - PROJEDISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL NOT EXCUSE CONTRACTORS FROM COMPLETING THE AT&T PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. A/C AIR CONDITIONING MFR MANUFACTURER `� 2. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED -0 MEAN THE CARRIER OR ITS DESIGNATED REPRESENTATIVE. AFF ABOVE FINISHED FLOOR MGR MANAGER ��� AGL ABOVE GROUND LEVEL, MIN MINIMUM �� 3. BIDDING REQUIREMENTS ABOVE GRADE LEVEL MISC MISCELLANEOUS �`� a. PRIOR 'O THE SUBMISSION OF BIDS, VISIT THE JOB SITE 10 BECOME FAMILIAR WITH ALL CONDITIONS AFFECTING THE AWS ADVANCED WIRELESS SERVICE NA NOT APPLICABLE PROPOSED PROJECT. VISIT THE SITE WITH THE CONSTRUCTION DOCUMENTS TO VERIFY FIELD DIMENSIONS AND RAJ BATTERY BACKUP UNIT NIC NOT IN CONTRACT CONDITIONS TO CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. RIDE RU.IDING NO NUMBER CROWN a. PROVIDE NOTIFICATION TO OWNER IN WRITING OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR 10 SUBMISSION OF BLK BLOCKING NTS NOT TO SCALE PRICE PROPOSAL. IN THE EVENT OF DISCREPANCIES, PRICE THE MORE COSTLY OR EXTENS'VE WORK, UNLESS GIG CEILING CC ON CENTER CASTLE DIRECTED OTHERWISE. CI R CLEAR OD OUTSIDE DIAMETER CIL". c. WHEN TOWER IS OWNED BY A THIRD PARTY, CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID CONC CONCRETE PCS PERSONAL COMMUNICATION 1505 WESTLAKE AVENUE NORTH,SURE 800 WA• LK CONT CONTINUOUS SERVICE SEATTLE,WA 98109 d. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONFIRM (PRIOR TO SUBMITTING BID) THE PRESENCE OF POST D DEPTH PDU POWER DISTRIBUTION UNIT TENSION TENDONS. INCLUDE PROVISIONS FOR X—RAY PROCEDURES TO LOCATE THE TENDONS PRIOR TO CONSTRUCTION. DBL DOUBLE PROJ PROJECT DEG DEGREE PROP PROPERTY 4. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONSTRUCTION DOCUMENTS ARE 0, DIA DIAMETER PT PRESSURE TREATEDrm.. 0,04- INTENDED FOR DIAGRAMMATIC PURPOSES ONLY, UNO. DIAG DIAGONAL PVC POLYVINYL CHLORIDE DN DOWN RED REQUIRED 5. FIELD vERIFY ALL DIMENSONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO BEGINNING ANY MATERIALS ORDERING, DE DETAIL RF RADIO FREQUENCY :ABRICAI ION OR CONSTRUCTION WORK ON THIS PROJECT. BRING ANY DISCREPANCIES IMMEDIATELY TO THE ATTENTION DWG DRAWING RM ROOM P.MARSHALL&ASSOCIATES OF 1HE OWNER AND RESOLVE BEFORE PROCEEDING WITH THE WORK. E EXISTING RO ROUGH OPENING EA EACH RRH REMOTE RADIO HEAD 6. FURNISH ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS NECESSARY TO COMPLETE PROJECT AS ELEV, Fl F FVATION SHT SHEET DESCRIBED IN THE CONSTRUCTION DOCUMENTS. ELFC FI FCTRICAL SIM SIMILAR EQ EQUAL SPEC SPECIFICATION 7. SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONSTRUCTION DOCUMENTS. PROVIDE ALL CONSTRUCTION EQUIP EQUIPMENT SF SQUARE FOOT PT((��Q 9 MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINti ING ALL PORTIONS OF THE WORK UNDER FXT EXTERIOR SS STAINLESS STEEL �f THE CONTRACT. FIF EIDER INTERFACE FRAME, STL STEEL • FACILITY INTERFACE FRAME SUSP SUSPENDED BU #: 879526 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL FIN FINISH TMA TOWER MOUNTED AMPLIFIER DOWNTOWN TIGARD APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, FLUOR FLUORESCENT TND TINNED RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY FLR FLOOR TYP TYPICAL 8777 SW BURNHAM SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES APPLICABLE TO THE WORK. FT FOOT, FEET UMTS UNIVERSAL MOBILE TIGARD, OR 97223 GA GAUGE TELECOMMUNICATION SERVICE 9. CONSTRUCTION COORDINATION REQUIREMENTS GALV GALVANI7FD UNO UNLESS NOTED OTHERWISE a. NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO START OF WORK. GC GENFRAI CONTRACTOR VERT VERTICAL b. OBTAIN ALL PERMITS. SCHEDULE AND COORDINATE ALL INSPECTIONS, GRND GROUND W/ WITH c. PROVIDE, AT THE PROJECT SITE, A FULL, CURRENT SET OF CONSTRUCTION DOCUMENTS FOR USE BY ALL PERSONNEL GSM GLOBAL SYSTEM MOBILE W/O WITHOUT INVOLVED WITH THE PROJECT. GYP GYPSUM BOARD WCS WIRELESS COMMUNICATION d. RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT HORZ HORIZONTAL SERVICE REV DATE DESCRIPTION CLEARLY DEFINED BY THE CONSTRUCTION DOCUMENTS. HR HOUR WP WATER PROOF A 4l6/20 PRELIMS e. PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. HT HEIGHT f. PROVIDE FALL PROTECTION IN ACCORDANCE WITH FEDERAL, STATE, LOCAL, AND OWNER REQUIREMENTS. ID INSIDE DIAMETER 0 i 4/20/20 FOR CONSTRUCTION g. IF FAA LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECI RICAL SERVICE THAT IS TO BE IN INCH, INCHES INTERRUPTED, MAINTAIN THE NECESSARY LIGHTS DURING CONSTRUCTION AND NOTIFY TIIE PROPER AUTHORITIES IN INSIII INSULATION THE EVENT OF A DISRUPTION. h. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2—A OR 2—Al DAC WITHIN 75 FEET TRAVEL TNT INTERIOR -- - --- DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. L LENGTH I, STRUCTURAL COMPONENTS OF ADJACENT FACILITIES SHALL NOT BE ALTERED BY THIS CONSTRUCTION PROJECT, LINO. LDS POUNDS ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT STRUCTURES. LTE LONG TERM EVOLUTION j. SEAL ALL PENETRATIONS THROUGH FIRE—RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL—APPROVED MATERIALS, IF MAX MAXIMUM APPLICABLE, MECH MECHANICAL k. BURIED UTILITIES MAY EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE MTL METAL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. I. COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO OWNER, m. PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING. CURBING, E1C. DURING CONSTRUCTION. UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT 1HE PROPERTY. n. KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF A,L DIRT, DEBRIS, ----AND RUBBISH. REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. a. MAINTAIN THE INTEGRITY OF THE BUILDING ENVELOPE AND CONSTRUCT BARRIERS IN THE AREA OF WORK TO PREVENT DAMAGE FROM WEATHER AS WELL AS FROM CONSTRUCTION DUST AND DEBRIS. 10. INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S SPECIFICATIONS, UNO, OR WHERE LOCAL DESIGNED:EEG CODES OR ORDINANCES DIRECT OTHERWISE. DRAWN: EBG 11. PROPOSED CELLULAR EQUIPMENT AND FIXTURES WILL BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR, 'NECKED: PWM UNLESS NOTED OTHERWISE. OCIT 12. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY OWNER. ,r JOB q:2OACCATMD6-0035 EXPIRES 6/30/2020 13. DOCUMENT ALL CHANCES MADE IN THE FIELD BY MARKING UP THE APPROVED CONSTRUCTION DRAWINGS AND SUBMITTING THE REDLINED SET TO OWNER UPON COMPLETION. DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS TO BE SUBMITTED WITH REDLINED CONSTRUCTION DRAWINGS. - 14. PROVIDE SUPPORTS FOR CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS IN ACCORDANCE WITH ALL GENERAL NOTES MANUFACTURER'S REQUIREMENTS. 15. CONFIRM THAT THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS, MOUNT ANALYSIS AND ANY ASSOCIATED MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS REQUIRED TO SUPPORT THE EQUIPMENT ASSOCIATED WITH THIS PROJECT. T-2 ... • AT&T ....... K. a:06 CROWN x� CASTLE APN: R462163 1505 WESTLAKE AVENUE NORTH,SUITE 800 ZONING: ' x EXISTING RAILROAD SEATTLE.WA 98109 INDUSTRIAL IMPROVED ?0• w. �pD Fill Mi. O ,..o.i. r>i' P.MARSHALL&ASSOCIATES / EXISTING / "�• ` V %—SUBJFCT PARCFC yx • i, BUILDING > n'', F� ��' R2155537 A„, ' ma`s�'� w= /� ]ONING' r / �, -, INDUSTRIAL v v IMPROVED / yy„ '1 ls— BPS as BU #: 879526 S „/ °��` \ DOWNTOWN TIGARD i L%ISTING �� o � ` ��\ 8777 SW BURNHAM / BUILD NG ,� ..�;' 5'`' G S v � X X • TIGARD, OR 97223 / ;G 1yy— `+�s�^-' EXISTING SITE LOCATION �� -, ", '' �w SEE SHEET C-1.2 FOR DETAILS �, r� y X \ �'' -y, REV DATE DESCRIPTION s �' % ''- c k`T A 4/8/20 PRELIMS \% y �a\ 0 4/20/20 FOR CONSTRUCTION \.,\I:: V b 4 sf \. 1,. . •'* APN: R462172 ' '\ \ / / `ti �1�� ZONING: y yg<;,„,I INDUSTRIAL IMPROVED N ,-' Av $ Ta t r :✓�- APN: R2024501 < - 'L* � INDUSTZONINMPROVED ,p \ v '45,5' EXISTING `e,Ug'•c / ' BUILDING v> "�• / l /i w DESIGNED:EBG r ' •'• F�',� / DRAWN', EBG / xZ CHECKED: PWM M'IIA3� JOB ''. ExPiREs:6/30/2020 20ACCATM06-0035 \ • 3 N \ ,,,,• P • OVERALL SITE PLAN gisarleadat )ii\'''' W ( Mfg ) TY MN E PROPERES MO STRUCTURES HAVE BEEN ,,,,21„/ DIGITIZED MON JURISDICT/ONAL GB.CROWN OVERALL SITE PLAN CASTLE USA INC.HAS NOT COMPLETED A SITE SURVEY NC THEREFORE MAZES NO CLANS AS ACCU 1'=30•-0" (FULL SIZE) OONN THS SHEET. OF NFORI' DEPICTED30 }�15' 0 30' 1"=60'-0' (I1x17) CIn 1 •1 S /7/ EXISTING AT&T ICE BRIDGE { (+/-24'-0.) �� EXISTING AT&T 11'-7" z 28'-0" _�. A1& 1 J• EXISTING AT&T FEEDLINES �� - (12) COAX CABLES �� , - (2) DC TRUNKS `V� \, < X ' - (1) FIBER TRUNK '/// // /// / // /% / ,/,/ ' // ' '// / GEXISTINGSM GSMEXISTING CROWN CABINET CABINET EXISTING EX'STING DIPLEXERS CASTLE HVAC COAX PORT (4 TOTAL) EXISTINGTELCO BOARD / 1505 WESTLAKE AVENUE NORTH,SUITE 800 / / 1 UMTS gAFT F via FF10G ,� / CABINET / ,/ 6 Flii- / / / EXISTING RACK W/RAYCAP DC6, FSM4(AMIA) — IEXInENG L & RACK MOUNTED SLACK FRAY I RACK AC PANEL P.MARSHALL&ASSOCIATES -/ I 'I II l i EXISTING MTS 11 _.. � HVAC / I 1 EXISTING• POWER EXISTING PLANT DESK 'I 1 1 . DT89 /,//// // / /,'/ //. /!7 ////,// /%/,//!////,%,I DOOR /,//i'/ • I BU #: 879526 EXISTING FIBER I / DOWNTOWN TIGARD LOOP ENCLOSURE \ EXISTING BATTERIES N. 8777 SW BURNHAM TIGARD, OR 97223 "NOTE: EXISTING EQUIPMENT PLAN EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS -=----'� 1"=2—O' (FULL SIZE) CONSTRUCTION DRAWINGS DONE BY FDH VELOCITEL 2' 1' 0 2' 1"=4'-0" (11x17) REV DATE DESCRIPTION DATED 2/17/16 AS WELL AS MOST RECENT AUDIT -- PHOTOS AND MEASUREMENTS IF EQUIPMENT LAYOUT A 4/8/20 PRELIMS DIFFERS FROM ONAT IS SHOWN.MANAGER. CONTRACTOR TO PROPOSED AT&TFIBER TRUNK & _ CONTACT THE CONSTRUCTION MudncER. (1) (1) DC TRUNK (1 </, 'A 0 4120120 FOR CONSTRUCTION A EXISTING AT&T ICE BRIDGE (+7-24'-01 ! EXISTING AT&T FFFDI TES — (12) COAX CABLES - (2) DC TRUNKS }' X / - (1) FIBER TRUNK '/, / //// / // /]X , I 1 I U _L LI / / EXISTING EXISTING —/' GSM GSM EXISTING DIPLEXERS — / / CABINET CABINET EXISTING _ HVAC // COAX PORT (4 TOTAL) TELCO BOARD-j / / 1 EXISTING UMTS / ,/ // CABINET EXISTING AT&T 11'-7" x 28'-O" SHELTER PROPOSED EXPANSION KIT TO 1 EXISTING RAYCAP DC6 TO / ACCOMMODATE NEW LTE CARRIERS / / / EXIS1NG (1) FSM4 (AMLA) IS ADEQUATE, P EXISTING I lIDl1ZE EXISTING (1) ASIA AND (2) ABIA RANK AC PANEL --�� DESIGNED:EBG / CARDS ON THE C1 SIDE FOR LTE. ADD 5G - EXISTING RACK W/ RAYCAP I / GROWTH KB' ON THE C2 SIDE FOR 5G DC6, FSM4 (AMIA) & RACK , • � DRAWN. EBG MOUNTED SLACK TRAY ,' / 1 11 I 1 I L_, r-11 - EXISTING MTS I/, W CHECKED: PM HVAC / E I I ! EXISTING EXISTING F � JOB p PLANT DESK -- M1 " 20ACCATM06-0035 M III I ` 1 I' EXPIRES:6/30/2020 /// ///'/////%; /, / //7/ , /� ///// //// //// DOOR EXISTING FIBER J \PROPOSED +24V TO —48V X EXISTING & FINAL • LOOP ENCLOSURE CONVERTER STSILM W/ (4) / EQUIPMENT PLANS EXISTING BATTERIES CONVERTER MODULES \ PROPOSED SLACK TRAY MOUNTED IN THE RACK FINAL EQUIPMENT PLAN E I----•-1 1"=2'-0" (FULL SIZE) 2 1' 0 2' 1"=4'-0" (11x17) I C.1 .2 1 - CONTRACTOR TO ENSURE THAT ALL AT&T TOWER MOUNTED EQUIPMENT IS BELOW THE TOWER LIGHTING BEACON & COMIANT WITH ALL REGULATORY REQUIREMENTS. UIREMENTS. THE AT&T I APPROVED HEIGHTTFOR Q THIS SITE IS Not Listed.M CONTRACTOR TO REFER TO THE TOWER STRUCTURAL ANALYSIS FOR THIS PROJECT BY OTHERS. CrCROWN CASTLE EXISTING CARRIER EXISTING CARRIER 1505 WESTLAKE AVENUE NORTH.SUITE 800 C[c*iI_E AN4 onir ANTENNAS (TYP.) ANTENNAS (GYP.) 1 ' I ! ; D I IM 0,A4 11 P.MARSHALL&ASSOCIATES I III i. i. II . 89 EXIS'IM1'G AT&T EQUIPMENT 10 REMAIN EXISTING AT&T EQUIPMENT TO REMAIN 2 ANTENNAS - (2) ANTENNAS III - (3) RRH - (3) RRH BU #: 879526 - (1) DC6-48-60-18-SE RAYCAP SOLD I - (1) DC6-48-60-18-8F RAYCAP SQUID DOWNTOWN TIGARD 8777 SW BURNHAM EXISTING AT&T EQUIPMENT TO BE REMOVED TIGARD, OR 97223 II, - (2) KATHREIN 742-265 ANTENNAS - (2) KATHREIN 80010121 ANTENNAS AT&T EQUIPMENT TO BE INSTALLED - (2) KATHREIN SPARE ANTENNAS (4) COMMSCOPE NNHH-65C-R4 ANTENNAS - (1) KATHREIN 800-10765 ANTENNA ' - (2) CELLMAX CMA-UBTULBULBHH-6517-17-21-21 ANTENNAS - (1) KMW ET-X-UW-70-16-70-18-IR-AT ANTENNA - (3) NOKIA 4T4R BS 160W AHCA RRH I, �I' I, — - (4) LGP 21401 TMA's - (3) NOKIA 4T4R 812/14 320W AHLBA RRH I - (1) 009-48-60-24-8C-EV RAYCAP SQUID REV DATE DESCRIPTION ---- ---- - (4) NOKIA MHA CS72993.08 TMA's -- —I� - (3) NOKW RRH2X4OW_7L RRH q—� — A 4820 PRELIMS 1I I a 0 4/20/20 FOR CONSTRUCTION o n EXISTING AT&T ANTENNA PROPOSED SITE PRO 1 PRK-1245L MOUNT TO BE MODIFIED �' PLATFORM MOUNT REINFORCEMENT KIT. ii w I II w FIELD CUT KICKERS TO LENGTH & o l0 1 Ir RE-GALVANIZE. a'' I' III III° ZS , 1 I zS o LL t0 O ^ EXISTING MONOPOLE '� EXISTING MONOPOLE Qo s $ n ✓ i I 'I z Iy f 8 i I EXISTING AT&T FEEDLINES sc — z EXISTING AT&T FEEDLINES - (12) COAX CABLES (12) COAX CASES 2) FID TRUNKS g �� - (2) DC TRUNKS - (1) EER TRUNK - (I) FIR TRUNK 1 a < rq,\ DESIGNED:EBG o PROPOSED AT&T (1) FIBER TRUNK &Ld DRAWN EBG CA a a (1) DC TRUNK r - r CHECKED: PI M z F v • JOB F L� 20ACCATM06 -0035 X x E%PIPES�6I3�I�020 .-:.. 1. 1 I I �I ;� EXISTING & FINAL ELEVATIONS EXISTING NORTH ELEVATION FINAL NORTH ELEVATION C-2 NOT TO SCALE NOT TO SCALE • EXISTING AT&T ANTENNAS TO BE REMOVED KMW EL OF 1,-7O-16-70-18ECTOR) AT&T (TOTAL OF 1, 1 PER ALPHA70- SECTOR) EXISTING AT&T ANTENNAS TO BE REMOVED EXISTING AT&T RRH TO REMAIN KATHREIN 800 10765 NOKIA 825 RRH4X30-4R 1 (TOTAL OF 1, 1 PER ALPHA SECTOR) ��� (TCTAL OF 1, 1 PER ALPHA SECTOR) I• � `� w I �'Tn EXISTING AT&T RRH TO BE RELOCATED TO POSITION 2 EXISTING AT&T TMA MOA BEC REMOVED Al oI NOKIA B25 RRH4X30-4R (TOTAL OF 2, 1 PER BETA & GAMMA SECTORS) CROWN `A' (TOTAL OF 4, 2 PER BETA & GAMMA SECTORS) A3 C RO Y Y N EXISIING AT&T ANIENNAS 10 REMAIN KMW ET-X-UW-70-16-70-18-IR-AT aLib CASTLE f Ur}.4h`f I �T` ( OTAL OF 2, 1 PER BETA & GAMMA SECTORS) 1505 WESTLAKE AVENUE NORTH,SUITE 800 GSM G4 ,tirD-Z,o.•,,.•, 110 5 F ra,X I ' SEATTLE wn T8109 • r 2 5 a , A\\`u01 '-'1 // B7 EXISTING AT&T ANTENNAS TO BE REMOVED \4rx; Ili;j X„ KATHREIN 742-265 r ,.• 72p.� 0 lyFL Q (TOTAL OF 2, 2 PER GAMMA SECTOR) UIRS G3 // D 5 • -' 2 5 \\ - •,B2 EXISTING AT&T RRH TO BE REMOVED NOKIA RRH2X4OW_7L EXISTING AT&T TMAs TO BE REMOVED LGP 21401 i_k s \j'S4`Y, (TOTAL OF 3, 1 PER SECTOR) P.MARSHALL&ASSOCIATES TOTAL OF 4, 2 PER BETA & GAMMA SECTORS) \ #-�:_a::-=:_:�_ cixt 255 5 i. x. � gr.133 EXISTING AT&T ANTENNAS TO BE REMOVED o J- �, \ G KATHREIN SPARE EXISTING AT&T ANTENNA yf�-.,,, ij.KS (TOTAL OF 2, 1 PER BETA & GAMMA SECTOR) MOUNT TO BE MODIFIED LSE, Cl A• `•-�%':7x �. PT89 y55 B4 • \ C DUSTING 48 60 18-8F RAYCAP REMAIN BU (/: 879526 EXISTING AT&T ANTENNAS TO BE REMOVED , � (TOTAL OF 1, GAMMA SECTOR) DOWNTOWN TIGARD KATHREIN 800 10121 (TOTAL OF 2, 2 PER BETA SECTOR) 8777 SW BURNHAM TIGARD, OR 97223 N NOTEEXISTING ANTENNA PLAN EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS NOT TO SCALE CONSTRUCTION DRAWINGS DONE BY FDH VELOCREL REV DATE DESCRIPTION DATED 2/17/16 AS WELL AS MOST RECENT AUDIT PHOTOS AND MEASUREMENTS.IF EQUIPMENT LAYOUT A 4/8/20 PRELIMS DIFFERS FROM WHAT IS SHOWN,CONTRACTOR T0 CONTACT THE CONSTRUCTION MANAGER. PROPOSED AT&T RAYCAP DC9-48-60-24-8C-EV 0 4/20l20 FOR CONSTRUCTION (TOTAL OF 1, ALPHA SECTOR) PROPOSED AT&T ANTENNAS COMMSCOPE NNHH-65C-R5 EXIST'NG AT&T RRH 10 REMAIN (TOTAL OF 4, 2 PER ALPHA & BETA NOKIA R25 PHA La (TOTAL OF 1, 1 PER ALPHA SECTOR) 1-i rn PROPOSED AT&T ANTENNAS CELLMAX \ Al UBTULBULBHH-6517-17-21-21 \® A3 EXISTING AT&T ANTENNAS TO REMAIN (TOTAL OF 2, GAMMA SECTOR ONLY) KMW ET—X—UW-70-16-70-18—IR—AT - ` (TOTAL OF 2, 1 PER BETA & GAMMA SECTORS) ort F *+..r' :. _ .._ NOTES- r 7.55 V1 { Y ,' . I •1, • DO NOT INSTALL RAYCAPS OR RRUS IN A MANNER THAT INFRINGES + a w I, + 1 I, B1 U UPON THE TOWER SAFETY CLIMB. • THE CONTRACTOR SHALL OBTAIN THE FINAL REDS PRIOR TO 1i './ A?p.� CONSTRUCTION. RELOCATED AT&T RRH \1,- •.,1' • CONTRACTOR TO CONFIGURE ALL RAYCAP SQUID ALARMS ACCORDING TO NOKIA B25 RRH4X30-4R % O ` "' 'E - THE NUMBER OF RADIOS INSTALLED, FOLLOW MFR'S SPECIFICATIONS. (TOTAL OF 2, 1 PER BETA & GAMMA SECTOR) PROPOSED AT&T RRH - 1ST SQUID INSTALLED WILL BE ALARMED TO LOWEST I / •• BAND RRU TO THE ALPHA SECTOR. \` �' NOKIA 4T4R BS 160W AHCA - 2ND SQUID INSTALLED WILL BE ALARMED TO LOWEST - - /?p.� (TOTAL OF 3. 1 PER SECTOR) DESIGNED:EBG BAND RRU TO THE BETA SECTOR. 'C- r f ilril T.ggialM - 3RD SQUID INSTALLED WILL BE ALARMED TO LOWEST �G2� * .=_ `- � CHECK EBG i;jr fit: :" �/ CHECKED. PWM BAND RRU TO THE GAMMA SECTOR. �.�• E��) - SQUID ALARMS ARE NOT TO BE DAISY CHAINED. EXISTING AT&T RAYCAP Y DCE-48-60-18-8F TO REMAIN - JOB )': \ 2DACCATM06-0035 PROPOSED SITE PRO 1 PRK-1245L (TOTAL OF 1, GAMMA SECTOR) EXPIRES: 6/3D/2a20 PLATFORM MOUNT REINFORCEMENT KIT. U15�Cl FIELD CUT KICKERS TO LENGTH & �`- B4� RE—GALVANIZE. 2? PROPOSED AT&T RRH EXISTING & FINAL NOKIA 4T4R B12/14 320W AHLBA (TOTAL OF 3, 1 PER SECTOR) ANTENNA PLANS N FINAL ANTENNA PLAN NOT TO SCALE C-3 v FINAL EQUIPMENT SCHEDULE AT&T (VERIFY WITH CURRENT RFDS) ALPHA ANTENNA RA010 DPLE]QR INA SURGE PROTEC EIN CABEE POSIRON TECH, STATUS/WANUFACTURER MODEL AZIMTIH RAO CENTER 01Y. STATUS/MODEL LOCATION Ott. STATUS LOCATION OTT. STA NB/MODEL O1Y. STATUS/MODEL Ott. STATUS/TYPE LENGTH • 1 (P)RRH 4T4R B5 1606 MCA TOWER - 2 (E)Coax 100'-0" CROWN Al LTE (P)COmmSCOPEN (E) B25 RRH4X30-4R TOWER 5' 76' - - - - - 1 (P) DC9-48-60-24-BC-EI 1CASTLE 1 (P)OD 1OD al: 1 (P)FIBER 100'-0'• 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEA..TTLE,WA 98109 A2 - - - - - - - - - - - - - - -_ A7 LTE (P)NI COMIG14-65C OPE Y 78' 1 (P)RRH 4T4R B72/14 32417 AitBA TONER - - - - - - - 2 (E) MAX 1U0'-0' O NWN4-65C-R4 P , O _Ai P.MARSHALL&ASSOCIATES A4 - - - - - - - - - - - - - - - - - BETA B1 O0S (E)BMW 120' /6' - - • - - - - - - - I - 2 (E)COB% 100'-0" DI 8 9 ET-X U'W-70-lE-70-18-IR-AT • . BU #: 879526 (P)cowscDPE 1 (P)MI 414R 85 1606 ANCA TOWER DOWNTOWN TIGARD B2 LIE C016i0C0P 12B 76' • - - - - _ - - _ - - NN (F) R25 RRH4X30-4R TOWER TIGARD, OR 97223 E3 - B4 LIE (NNH 65C-COMMSCR4E 120 MUM 1 (P)RRH 4T4R B12/14 32011 AU TOWER - - - - - - - 2 (E)COAX 100' 0' REV DATE DESCRIPTION A 4/8/20 PRELIMS 0 4/20/20 FOR CONSTRUCTION GAMMA 2 (E)ODAx GI UNITS (E) TWA 255' 75' - - - - - - - - 1 (E)DC6-46-60-18 8F 2 (E)7C 100'-0" ET-%-UW-70-16-70-18-IR-AT I (E)FIBER 1 (P)MN 4T4R B5 160U AMA TOWER 255'' 76' (P)CELt -- G2 LTE WX - - - - - C -UBULBULBHH-6517-17-21-21 - - - - - 1 (E)825 RRH4X30-4R TOWER " G3 - - - - - - - - - _ _ _ _ - - - - G4 LTE (P)CELLAR.% 255' 76' 1 (P)RRH 4T4R 812/14 32061 AILBA TOWER - - - - - - - 2 (E)CDBx 100.-0' ILCEL (E) - DOSING (P)- PROPOSED Voltage Drop Calculations PR DESIGNED:EBG Voltage(V)= 48 I Amperage(A)= 10-00 I Temperature('C)= 75 CABLE COUNT DRAWN: EBG Power Plant to DC-6 (Jumper) DC-6 to Squid (Trunk) Squid to RRH (Jumper) Final Voltage Total Voltage CHECKED: PWM Sector Wire Size Wire Length(ft) R(Waft) Voltage Drop Wire Size Wire Length(ft) R(R/kft) Voltage Drop Wire Size Wire Length(ft) R(LAMVoltage Drop (V) DroP(%) TYPE n r� • 12 COO(CABLE Alpha 12 15 1.9800 0.5940 8 100 0.7780 1.5560 12 15 1.9800 0.5940 45.26 5.72 3 m TRW o WN13iD .OB,)': Beta 12 15 1.9800 0.5940 8 100 0.7780 1.5560 12 15 1.9800 0.5940 45.26 5.72 E%PIRE4 6/30/202D 20ACCATM06-0035 2 FIBER 1RIWNT Gamma 12 15 1.9800 0.5940 8 100 0.7780 1.5560 12 15 1.9800 0.5940 45.26 5.72 A 1.CALCULATIONS ALGIUTIONS ARE BASED ON STRANDED,COPPER CONDUCTORS. 2.RESISTANCE VALUES FOR CONDUCTORS ARE BASED ON TABLE 8 OF THE NEC,DIRECT-CURRENT RESISTANCE FOR CONDUCTORS. 3.LENGTH SHOWN 8 THE LENGTH ONE-WAY TO DERIDE. FINAL ANTENNA CABLE SCHEDULE NOTES, I.REFER TO FINAL RFDS FOR FINAL RF CONFIGURATION. FINAL ANTENNA & CABLE SCHEDULE 2.WAS ID 1735350 BEING USED. C-4 RE 411.10 TO ANTENNAS (PER SECTOR) aiNnowlilOS AT&T (4)COAX JUMPERS IJINNI ll III In"' -- CROWN - PER SECTOR Ck: CASTLE LTE WCS LTE 700 LTE 850 LTE PCS LTE AWS LTE 700 FIRSTNET 1505 WESTE AKE AVENUE NORTH,SUITE 8C. n n n n n n n n SEATTLE.WA 98109 F F F i i F F D ❑ y . I I RRH B66A- RRH RRH RRH RRH Y Y AHNA RRH4x45 2x60-850 2x40'N-07L 2x40W-07L 2x40'W-07L DIV60449 a -V FIBER JUMPER PAIRS T a _ 1. ,i, MP) v . . a.- a u L..[1 I P.MARSHALL&ASSOCIATES L__ 9 /I F SQUID P a a a ALARM CABLE) i_P P d F F (TOP) L F F F P _.-— a P J I P P P P P P F p p P cJ F F F 1 `EXISTING DC JUMPERS SET OF(2)DC J E a a (ttP) T 8 9 CONDUCTOR BUNDLES Yu FEW DC JUMPERS i u (T(P) (TIP)• nnnnnnnnnnnnnrnnnfnn DC/FIBER DC/FIBER BU 879526 a a r DEMARCATION BOX DEMARCATION BOX DOWNTOWN TIGARD I u u 8777 SW BURNHAM SET of(2) a DC POWER'RUNKs TIGARD, OR 97223 CONDUCTOR BUNDLES F F P P P OW) 48050 BUS INSIDE P P EXISTING DC TRUNKS P a a P P EXISTING POWER PLANT --P P (SF) DC JUMPERS(TOP) a - (VERIFY EXISTING OR INSTALL NEW) L-- ALARM I a n nni'nn❑Mn❑ I P P I RACK MOUNTED SURGE REV DATE DESCRIPTION 1 PROTECT/DC POWER A 4/8/20 PRELIMS RACK MOUNTED SURGE 1 RI 0 4/20/20 FOR CONSTRUCTION SUPPRESSOR I P P I F F nnnnCnnnnnnn RACK MOUNTED BBU RACK MOUNTED SURGE PRO'LCl/DC POWER POWER PLANT DC 6 JUMPER RRH p DESIGNED:EBG JUMPER TRUNK DRAWN', EBG POWER PLANT DC-6 SQUID RRH CHECKED: PWM RRH hy JOB j. NOTES: W 2OACCATMOS-0035 EXPIRES)6/JO/2020 1. REFER TO CHART FOR CABLE QUANTITIES,SIZES, AND LENGTHS. °DC WIRING DIAGRAM (PROVIDED BY OTHERS) ELECTRICAL WIRING SCALE: NOT TO SCALE DIAGRAM C-5 AT&T CROWN Cf:„.." CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE S00 SFA^l F.WA 98'09 >18" >18" Am O l ANTENNA MOUNT PIPE (TYP.) ANTENNA MOUNT PIPE (TYP.) O P.MARSHALL&ASSOCIATES DOWNTILT BRACKET SUPPLIED DOWNTILT BRACKET SUPPLIED WITH ANTENNA (TYP.) WITH ANTENNA (TYP.) RRU SUPPORT - • 10.24' BRACKETS Ni 11-I� MANUFACTURER: RAYCAPlir ') `�• RRU SUPPORT 8 g (/ � MODEL: DC9-DC9-48-60-24-8C-EV BRACKETS NOUN/ I II ` HEIGHT: 31.4" RRUS �_� (TYP.) • C L- DIAMETER: 10.24" (TYP.) BU #: 879526 PROPOSED RAYCAP DC 'SQUID'�� C WEIGHT: 26.2 LBS (RAYCAP 16 LBS. + MOUNT 10.2 LBS.) II �_• DOWNTOWN TIGARD OVERVOLTAGE ll PROTECTION UNIT (TYP.) J C I•-• 8777 SW BURNHAM C RRUS TIGARD, OR 97223 C C C I, 1 EXISTING MONOPOLE TOWER C / (TYP.) is M C C ^III C C I -1n1- REV DATE DESCRIPTION PROPOSED RAYCAP MOUNTING \ r SECURE RAYCAP MOUNTING BRACKET �_� LTE ANTENNA (TYP.) \-LTE ANTENNA (TYP.) A �gTpO PRELIMS BRACKET (TYP.) \�\ �\ TO MONOPOLE FACE WITH VALMONT STAINLESS STEEL BANDING STRAP 0 4/20/20 FOR CONSTRUCTION (PART .B1769) AND TENSION n 1 1 1 1�. T BUCKLES (PART #B1770) OR fib J STRUCTURAL EQUIVALENT (TIP.) Ill PROPOSED RAYCAP I I ■ I•�•• ■-��•• BASE PORTS (TYP.) J \ \ PROPOSED RAYCAP CABLE ti ', IN \ \ SUPPORT HARNESS (TYP.) / 4 . \ MOUNTING BRACKET SUPPLIED MOUNTING BRACKET SUPPLIED __ III -- WITH ANTENNA (TYP.) WITH ANTENNA (VP.) RAYCAP SQUID MOUNT DETAIL NOT TO SCALE ANTENNA & RRU DETAIL NOT TO SCALE p p�� DESIGNED:EBG _'� DRAWN: EBG CHECKED: PWM i JOB+WOO . 20ACCATM06-0035 EXPIRES:6/30/2020 EQUIPMENT DETAILS C-6 - MANUFACTURER: Commscope MANUFACTURER: NOKIA MODEL: NNHH-65C-R4 ) HEIGHT: 96" S2738 mm) MODEL:GHT 13.3"3 AIRSCALE 4T4R BS — WIDTH: 19.6 (498 mm) HEIGHT: 1 295 mm WIDTH: 6.5" 295 mm `-� AT&T 7.8" DEPTH: 6.5" (165 mm) DEPTH: 100.3 mm) WEIGHT: 35.27 lbs (16 kg) .5 WEIGHT: lbs (45.5 kg) IVENDOR: COMMSCOPE � MODEL: RR-FA2 V '!WEIGHT: 35.88 LBS 1" "1 <! D� '6 ` WIDTH _ .. v CASTLE REAR 1505 W ESTLAKE AVENUE NORTH,SUITE 800 _ J4" GALV FLAT < BRACKET B U SEATLE WA 98-09 WASHER �� Xx"x 1Xt" GALV - w;� HEX NUT � � , BOLT KIT oar:, •----""---:=.2 1 .!'''o"'"- -ii" GALv mo,A, i M LOCK WASHER ...r)D co 0.44"0. TYP / ^ `, WELDED BRACKET FRONT yi2 P.MARSHALL&ASSOCIATES III LEFT RRH HANGER, � � � TIP 2 �> �% %' Jai"x 17¢" GALV I ' ��/y THREADED ROD w RF CONNECTIONS OMB WID v I DTB9 RIGHT RRH HATrPER2, BU 879526 . Ism mu DOWNTOWN TIGARD a SECTION A-A 8777 SW BURNHAM TIGARD, OR 97223 w 0 1 Commscope NNHH-65C—R4 2 DUAL MOUNTING BRACKET °NOKIA AHCA (AIRSCALE 4T4R B5) NOT TO SCALE NOT TO SCALE NOT TO SCALE REV' DATE DESCRIPTION MANUFACTURER: NOKIA A ', 4/8/20 PRELIMS MANUFACTURER: Celimax MODEL: AHLBA (AIRSCALE B12-B14) MODEL: CMA-UBTULBULBHH-6517-17-21-21 0 4/20/20 FOR CONSTRUCTION HEIGHT: 2. 338 mm HEIGHT: 96.5" (2450 mm) 1 WIDTH: 2.1313" 308 mm WIDTH: 27.2" (690 mm) DEPTH: 9.45" (240 mm) DEPTH: 7.7" (196 mm) WEIGHT: 101.4 Ibs (46 kg) WEIGHT: 104 lbs (47 kg) k WIDTH 1" "1 S OEe 1 - — D 0 0 ii 1 Ir I N DESIGNED:EBG Cri III 0 DRAWN, EBG CHECKED: PWM W .1. .� M JOB 6: RF CONNECTIONS exPIRES:6/3a/20x0,- 20ACCATM06-0035 WIDTH L I 7 -- LU EQUIPMENT SECTION A-A DETAILS w 0 OCellmax CMA—UBTULBULBHH-6517-17-21 -21 ()NOKIA AHLBA (AIRSCALE B12—B14) (NOT USED C�7 NOT TO SCALE NOT TO SCALE NOT TO SCALE FXISTINS AT&T GROUND BAR PROPOSED AT&T RAYCAP DC9-48-60-24-8C-EV (TOTAL OF 1, ALPHA SECTOR)N '� AT&T PROPOSED AT&T ANTENNAS 1 PROPOSED AT&T ANTENNAS CELL MAX 1 COMMSCOPE NNHH-65C-RS UBTULBULBHH-6517-17-21-21 \ (TOTAL OF 4, 2 PER ALPHA & BETA SECTORS) `� (TOTAL OF 2, 2 PER GAMMA SECTOR) IMI 1 r tiONooki . ,! tif /`' G ,"� �� 11$q/ 1505 WESTLA�ENUE NORTH.SUITE 800 ,I }" / ` y Y„',, SEATIL- WA 88109 :F=0 proCik %- sx. . P.MARSHALL&ASSOCIATES G PROPOSED AT&T RRH ` l NOKIA 4T4R B5 160W AHCA (TOTAL OF 3, 1 PER SECTOR) - GROUNDING NOTFS1 PT89 PROPOSED AT&T RRH NOKIA 4T4R B12/14 320W AHLBA 1. PROPOSED 12 AWG STRANDED GREEN INSULATED - (TOTAL OF 3, 1 PER SECTOR) COPPER WIRE FROM THE TOWER MOUNTED RAYCAP BU #: 879526 DC6 OR DC9 TO THE SECTOR GROUND BAR. DOWNTOWN TIGARD GROUND PER MFR'S SPECIFICATIONS. PROPOSED #2 AWG SOLID BARE TINNED COPPER WIRE FROM ALL NEW 8777 SW BURNHAM RAYCAP SQUIDS, RRU's, TMA's, DIPLEXERS AND PIPE MOUNTS TO THE 2. PROPOSED #2 AWG STRANDED GREEN INSULATED EXISTING GROUND BAR. GROUND PER MANUFACTURER'S SPECIFICATIONS. COPPER WIRE FROM EACH TOWER MOUNTED RRU TO TIGARD, OR 97223 THE SECTOR GROUND BAR. GROUND PER MFR'S GROUNDING SCHEMATIC AT TOWER SPECIFICATIONS. 3. GROUND ALL RF EQUIPMENT INCLUDING BUT NOT GROUNDING KFY NOTFS LIMITED TO COAX, DIPLEXERS, SURGE ARRESTORS, TMA's, RRU's ANTENNAS, & ANTENNA MASTS PER nPROPOSED #2 AWG STRANDED GREEN INSULATED COPPER WIRE NEC AND AT&T ATT-TP-76416. REV DATE DESCRIPTION FROM THE +24V to -48V CONVERTER SYSTEM TO THE RACK MOUNTED GROUND BAN. GROUND PER MANUFACTURER'S 4. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL A 4020 PRELIMS - SPECIFICATIONS. METAL BOXES, FRAMES AND SUPPORTS SHALL BE 0 4/20120 FOR CONSTRUCTION 2 PROPOSED #2 AWG STRANDED GREEN INSULATED COPPER WIRE FROM BONDED TO THE GROUND RING, IN ACCORDANCE 1 F THE PROPOSED SLACK TRAY TO THE GROUND BAR. GROUND PER ;n n X WITH THE NEC. MANUFACTURER'S SPECIFICATIONS. , '7 5. PROPOSED #2 AWG SOLID BARE TINNED COPPER T / WIRE FROM ALL METAWC CONDUITS TO THE I I 1 I LJ CEXISTING GROUND RING. USE LAMPS TO CONNECT TO CONDUIT RNOY GAR SERIES / i i / 4--- R'-- _. I i PROPOSED SLACK TRAY -- / MOUNTED IN THE RACK ❑2 __/ I 1 I '- �' DESIGNED:EBG 7 U 1 1 i �1, 111✓ -I �i "4 V'�V DRAWN: EBG i U ✓; CHECKED: PWM __ I I 1 r I II I I 1 r1 i 401! JOB}I: " I" EXPIRES:6/30/2020 2OACCATMO6-0035 . PROPOSED +24V TO -48V CONVERTER \`, / / GROUNDING SYSTEM W/ (4) CONVERTER MODULES \, /J SCHEMATIC GROUNDING SCHEMATIC AT GROUND G-1 TO ANTENNA COAX TO ANTENNA COAX WIRE SIZE BRANDY LUG BOLT SIZE COPPER/GA.VANIZED GROUND BAR //I COPPER/GALVANIZED SPOUSE BAR p6 GREEN INSULATED UGC-2TC38 3/A"- 16 NC SS 2 BOLT v AT&T #2 SOLID TINNED YAK-2TC38 3/8"- 16 NC SS 2 BOLT 411111110 __ 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o O 0 0 0 0 0 0 N2 STRANDED YA2C-21C38 3/8"- 16 NC SS 2 BOLT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 #2/0 STRANDED YA26-2TC38 3/8"- 16 NC 58 2 BOLT '••`••••••"' ® 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ® ® o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ® Ma/O STRANDED DADS-ON I/O"- 16 NC SS 2 BOLT #2 SCI ID TINNED COPPER CONDUCTOR TO IOWFR/SHELTER GROUND RING(2 BURROS GROUND LUG W/LONE BARREL HEAT SHRINK TMP. FOR BOTTOM GROUND BAR ONLY) (SEE CHART) (CLEAR) m CROWN TWO HOLE LONG BARREL COMPRESSION TWO HOI F LONG BARREL COMPRESSION LUG(TV) LUG(IYR) Nlf(TYP) • LOCK WASHER(TOP) • '" %110CASTLE NOTES' NOTES: 1505 WESTLAKE AVENUE NORTH,SUITE 800 I. DOUBLING UP"OR STACKING'OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT)DIM COMPOUND TO BE USED ON ALL EX'ERIOR CONNECTIONS. GROUND SEA TTLE WA 98109 ' 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND 10 BE USED ON ALL EXTERIOR CONNECTIONS, 2. GROUND DAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL(TOWER ONLY). CONDUCTOR 3. GROUND BAR SHALL NOI BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. GROUND BAR -. BOLT(SEE CHART) 1: . (TOP)ANTENNA GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL RUNWAY TWO HOLE we W/ I SCAI 1: NOT TO SCALE SCALE: NOT TO SCALE cRCL RTE TO BE TREATED WITH BOTH ENDS P.MARSHALL&ASSOCIATES NOTE. STRANDED ALL GRCUNDIR LUGS ARE TO BE (SEE CHART) INSTALLED PER MANUFACTURER'S SPECIFICATION'S.ALLLRB BSTAIN NUTS, LOCK WASHERS SHALL BE STAINLESS 3/8-tiSTA TAMPER STEEL.ALL HARDWARE ARE TO BE AS• P T 8 9 RESISTANT BOLT r FOLLOWS. BOLT,FLAT WASHER.GROUND /B MN.FROM ANTENNA (TMP) ----y BOB,GROUND LUG,FLAT WASHER AND CABLE GROUND KIT INSULATORS er NUT. SEE NOTE ttP) ° BU #: 879526 I WALL BRACKET o ° MECHANICAL LUG CONNECTION DOWNTOWN TIGARD I ° 0 3 SCALE: NOT TO SCALE o ° 8777 SW BURNHAM GROUND BAR DN SHELTER.ICE 0' ° T GARD, OR 97223 BRIDGE,OR ON ANTENNA'CWER ' ' ' ' y ° o \ I 3 0 ° ° UNNERSAL COPPER O OrC) '0© O ILL O I(/4 o ° GROUND BAR PER •) STAINLESS STEEL BOLT O 7 V LOLK WASHER (TIP) P/N MI STAINLESS STEEL iliaill (TMP) REV DATE DESCRIPTION iW0-HOLE FIAT WASHER TWO HOLE LUG,OR EXOTHERMIC ' GROUNDING SHALL BE ELIMINATED - COMPRESSION LUG 2- OME CRIMP/ (ttP) A 4/8/20 PRELIMS COMPRESSION WELD TO BE USED WITH#2 BARE WHEN GROUND BAR IS CONNECTOR 0 4/20/20 FOR CONSTRUCTION CONDUCTOR WIRE TO BUILDING ELECTRICALLY BONDED TO METAL NOTES: —--... _._. SERVICE GROUND OR GROUND RNG TOWER > GROUND 1, DOWN LEAD(HOME RUN)CONDUCTORS ARE N 10 BE INSTALLED ON CROWN CASTLE USA INC. BAR TOWER.PER THE GROUNDING DOWN CONDUCTOR POLICY LICY OAS-STD-10091. NO MODIFICATION OR DRILLING J_-, TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION,CAD-WELDING ON THE TOWER AND/OR IN THE �1 I STEMLESS STEEL )AIR ARE NOT PERMITTED. �( FLAT WASHER STAINLESS STEEL J (TYP) 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL BELLVILLE WASHER J STAINLESS STEEL NUT USE INSULATORS WHEN ATTACHING TO BUILDING OR SHFRFRS. (TOP) SINGLE CONNECTOR AT GROUND BARS GROUNDWIRE INSTALLATION GROUND BAR DETAIL STAINLESS STEEL BOLT CSCALE: NOT TO SCALE OSCALE: NOT TO SCALE STAINLESS STEEL 1 FLAT WASHER DRAGON TOOTH WASHER (TYR) STEEL _ 2-HOLE CRIMP/ T ' COMPRESSION - -- STAINLESS STEEL a I FLAT WASHER HERPROOFING FLIT CONNECTOR I• fn°`'va0 NOTE 3) _ (TV) NA SEE STAINLESS STEEL NUT NOTE:MINIMUM OF S S NUT STAINLESS STEEL ANTENNA CABLE I COAX JUMPERBELLVILLE WASHER ((TOP)IL 3 THREADS TO BE (T(TV) rp� DESIGNED:EBG VISIBLE (TYP) TO ANTENNA (ttP) SINGLE CONNECTOR A) SILEL OBJECTS , DRAWN: EBG 5/S SPLIT \- wnsH_R CHECKED: PWM CABLE E CONNECTOR2 HOLE LONG (ryP) BARREL TINNED STAINLESS STEEL SOLID COPPER SELF-ORIL LING STAINLESS STEEL I WEATHERPROORNG KI1 LUG VS FLAT METAL SCREW FLATP (WASHER JOB R; fi STRANDED COPPER GROUND (SEE NOTE 3) (ttP) WASHER (TYP) ) Nflo (TOP)• 20ACCATM06-0035 WIRE (GROUND TO GROUND BAR)SEE CABLE GROUND KT EXPIRES:6/30/]ORD 2-HOLE CRIMP/ Tir . • NOTES 1 &2 COMPRESSION __ __ TIN COATED SOLO CONNECTOR COPPER BUS BAR S/S FLAT METAWC OBJECT NOTES' WASHER DRAGON TOOTH WASHER 1. DO NOT INSTAI I CABLE GROUND KIT Al A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CHERRY INSULATOR 1 / (T') (lYP) GROUNDING • GROUND BAR INSTALLED It REQUIRED 1 / S/S BOLT SINGLE CONNECTOR AT METALLIC STEEL OBJECTS DETAILS 2. GROUND NC KIT SNAIL BE TYPE AND PART NUMBER PS SUPPLIED OR RECOMMENDED BY CABLE I I (ttP) MANUFACTURER. 3 WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. I i CABLE GROUND KIT CONNECTION Ci LUG DETAIL r�HARDWARE DETAIL FOR EXTERIOR CONNECTIONS 6 SCALE: NOT TO SCALE Z)SCALE: NOT TO SCALE t5)SCALE: NOT TO SCALE Sector A Ant Pos 1 Ant Pos 3 NNHH.65C.R4 NNIM.65C.R4 111111011 111111111 900 901 Hsu 050 850 901 700 no 700 1 [1 850 1901 Grticale RRH 4T4R H5 I0ON H25 RRH4%30.4R Ai 'cale Dual RRH 4T4R H12P 4 AHCA 320W AHLOA l9501 10001 R00l r lint I(Our rtMMMMMM EIQEMENDEIE oEG d[I12Lonr1rl inrrin . rl$1rrrtarm MM...rrF• DC9-48-60-24-8C-EV DC6-48-60 18-8 ISIte 8quldl Site Sqe dl MI MI Hatch Plate _ — I — — r m mi — 8aseband Unit Raseband Uni Power Plant (ORL00128) ln,,• r Sector B Ant Pos 1 Ant Pos 2 Ant Pos 4 CT-X-UW-70-18-70-18-IR-AT NNHHbSC-R4 NNHHESC-R4 a u x X x % % % % ei % H.: K % x % % % % X % K % % X X % % D o H x X I % % % K K K % X x u x x 'x K % % % x % X % % X RET R[T 1_ 2_ a_ 4_ 5_ 8_ 2-lb __ 4--K 5 6 7 8 a I 2 3 4 58=)I ]r titer 900 911 9.1 850 850 850 850 780 708 700 1'n le IlltH 4T4R 85160t ''H4X80-4R -Dual' 14R 812I1 MICA " 320WAHLBA I050) 119001 h001 Optic Fiber—J r—Opix:Fibel I 1ptk fiII. -r Optic PDer Optic P' • ptic Fiber�' 1 VII t7 ( a.::8quidl max Hatch Plate C 0 IND 0 Optic Fier b ()pi,i()pi, ,,.,,.... DC Demarcation I1 be:It NM N — _ _ W'I 171 _ i__ Seband Unit Baseband Unit Power Plant. UNITS (ORLO0128) IORON00O1281 Sector C Ant Pos 1 Ant Pos 2 Ant Pos 4 ET-X-UW.70-16.70-18.1R-AT CMA-UBTULBULBHH-651 7-17-21-21 CMA-UBTULBULBHH-6517-17-21-21 % %% X % % % K K X X 14 K K X K K X K % X K % K % K K K X K X X K K K K X X K X X X X X K % K K K X K K X K X X % % % X K % % % K % % % K K % X % K K X X % X X X K K K X X X K X X X X X X X X X X X X % X X X K X K % % X RFT HET I ;LJ 11.-J 5= 0= L ] 411I5 6 illl 1 2 ] 4 5 b 7 9 1900 911 91 B50 850 050 B50 700 700 ma 9a. irScul..ItttH 4 I'Alt H51601 15251i14HAX30-AR A' ';ale Oual RRH 4T411 B1 .AHCA 320W AHLBA 1050) H P00) 17001 optic ritX:r.—......_. I rblrti.-Pb..r-- Optic F{Mr v�1lr Fi r 1 1 _ ■ - •• C) 0 Hatch Plate Cn 0 Optic Fiber — 7 DC Demarcation • Fiber"trunk !1111.1.1"—MillUMTS seband Baseband Una Power Plant I 1tORL001 i 11/R0N0001'281 PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 3 X-LWRM RING MOUNT WELDMENT 68.91 206.42 ',-,-'.� 2 36 G58LW 5/8"HOG LOCKWASHER 0.03 0.94 I{ i 3 36 G58NUT 5/8"HDG HEAVY 2H HEX N UT 0.13 4.68 f* 4 9 G58R-24 5/8"x 24"THREADED ROD(HOG.) 2.09 18.82 - I 4 9 G58R-48 5/8"x 48"THREADED ROD(HOG.) 4.18 37.63 I \ . 5 18 A582114 5/8"x 2-1/4"HOG A325 HEX BOLT 2 114 in 0.31 5.62 \\ 6 12 G12065 1/2"x 6-1/2"HDG HEX BOLT GR5 FULL THREAD 5 112 in 0.41 4.91 7 24 G12FW 1/2"HDG USS FLATWASHER 3/32 in 0.03 0.82 8 12 G12LW 1/2"HDG LOCKWASHER 1/8 in 0.01 0.17 1�,S 9 12 G12NUT 1/2"HDG HEAVY 2H HEX NUT 0.07 0.86 \ 10 3 SCX4 11 6 X-254923 CROSSOVER PLATE PLATFORM 81/2 in 6.02 18.06 REINFORCEMENT KIT ANGLE 84 in 22.83 137.00 12 6 X-TBW T-BRACKET WELDMENT 13.60 81.60 TOTAL WT.# 517.21 0 l -.Ilk © \\ ,'• I 0 r-..�� /� �� 0 `_ -__C- a �� If � , ,�.��.,,��_ 0x2 e J 0 0 ,/�.� O DETAIL A C 1 :::',_ . .„-(-4 ( e / / e / '` r-._ „T., e -= �_ � i� 0 tit �J I \ - - ®- 0 DETAIL B0 A ® ©X2 IIIII ©x2 TOLERANCE NOTES DESCRIPTION Locations: PLATFORM REINFORCEMENT Engineering New GA NY TOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE: g gSAWED,SHEARED AND GAS CUT EDGES(10.030) ON A 12"TO 45"POLE PNO1 Support Team: Los Angeles,CA DRILLED AND GAS CUT HOLES(. 0.030 f-NO CONING OF HOLES 7'ANGLE 1-868-753-7446 Plymouth, uORIN Salem,• _ LASER CUT EDGES AND HOLES(10.010")-NO CONING OF HOLES A vaI mont V OpNWir Dallas,TX BENDS ARE t 112 DEGREE ALL OTHER MACHINING(10.030) CPU NO. DRAWN BY ENG.APPROVAL PART NO. s B CHANGED X-253992 TO X-TBW CEK 9/19/2018 ALL OTHER ASSEMBLY(±0.060) 4488 CEK 7/16/2014 PRK-1245Ly A CHANGED ALL 5/8"BOLTS TO A582114 4488 CEK 1011/2015 0 m PROPRIETARY NOTE. CLASS SUB DRAWING USAGE CHECKED BY DWG.NO. REV DESCRIPTION OF REVISIONS CPD BY DATE THE DATA MID TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY IHWORYATNINOFVALMONT 81 01 CUSTOMER BMC 1/18/2016 PRK-1245L N REVISION HISTORY CONSIDEREDV�oNTESAHD STRICTLY TRADE SECRET ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF ,'lint , I P P4- .a \~ib/ ..� .,,,may Lj riarlic7 Iii.2 ®- FITS UP TO 4"ROUND OR SQUARE TUBES ti rl r1 n , 1 gr 41P I" L J I .' ''..7 —7- 1 \\ / 12" MAX. 30° MIN. 84" .. - i '1:1 TOLERANCE NOTES DESCRIPTION P Locations: PLATFORM REINFORCEMENT �'I I 1 New York,G NY TOLERANCES ON DIMENSIONS,UNLESS OTHERWISE NOTED ARE: 1 Engineering Atlanta,GA SAWED,SHEARED AND GAS CUT EDGES(t 0.030 J ON A 12"TO 45"POLE Support Team: Los Angeles,CA DRILLED AND GAS CUT HOLES 00.030 J-NO CONING OF HOLES 7'ANGLE 1-888-753-7446 P iPlymouth,IN •LASER CUT EDGES AND HOLES(I-0.010 J-NO CONING OF HOLES A Valmont r=OW Dallas,TX BENDS ARE t 1/2 DEGREE B CHANGED X-253992 TO X-TBW CEK 9119/2018 ALL OTHER MACHINING(t0.030) CPD NO. DRAWN BY ENG.APPROVAL PART NO. ro ALL OTHER ASSEMBLY(±0.060J 4488 CEK 7/16/2014 PRK-1245L O 'n A CHANGED ALL 5/8"BOLTS TO A582114 4488 CEK 10/1/2015 PROPRIETARr NOTE: CLASS SUB DRAWING USAGE CHECKED BY DWG.NO. -n m REV DESCRIPTION OF REVISIONS CPD BY DATE TH'Por.P UTEGHNIUUEeCONTAINEDINTHISDRAWINGAREPROPRIETARYINFORM/JONOfVALAgNT 81 01 CUSTOMER BMC 1/18/2016 PRK-1245L N REVISION HISTORY INDUSTRIES S AND CONSIDERED TRADE SECRET ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF OFFICE COPY CITY nF TIGARD • R1;ViEWL ll POit (WllL COMPLIANCE ArProvcd�J � ' OTC: [ 1 . Permit At: bVQan - tie' 1 ) 3 Address: S77 el r h h Suite #: By: Date:`�2[— .112 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION ^p CT 0,�� SQUIRED • DOCUMENTS AND OTHER SPECEQi., r+"" r Specialty C' DATA SHALL NOT PREVENT State of arc s StrtiOt�gat THE CODE OFFICIAL FROM ate an ' REQUIRING THE CORRECTION Concrete }�eir<t arc"erg steel OF ERRORS. OSSC 105.4 D Spe l i > ;;�,rtcreet: S I(jo kt,;i?gclstine Concrete Frame LJ 0 Pint A _..ek e,:yr„stnesing Sleet Tendons °-� � II eats^.,•,+ ti . p,, e4i'i1 0 f.. .}' I. I 0 ins t s Ni8t01eHt8 �: L.+ r �t15SOng 1 Niece,. Cr *'" 11 � ;its excavation and Filling ,,ams tBE 5C�r ,.