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Plans (72) a'ooq - 00'1l.\s SW t(1 Off- 1 )e.‘4.0"e% -.\-C - at&t si„,„„..,,,_.?„ a t &t RECEIVED S75 MOROSGO ATLANTA,GA 330032`4 SEP 3 2019 CROWN AT&T SITE NUMBER: PR77 BUSINESS UNIT #: 856366 CITY OF TIGARD CASTLE N DIVISION I 1505 WESTLAKE AVENUE NORTH,SUITE 800 AT&T SITE NAME. SCHOLLS & 125TH SITE ADDRESS. TIGARD,OR97223STDAKOTA • • SEATTLE,WA 98109 AT&T FA CODE: 10098014 COUNTY: WASHINGTON AT&T PACE NUMBER: MRWOR038812 JURISDICTION CITY OF TIGARD SITE TYPE: MONOPOLE TWR/FAA APPD. HT•: 55'-0"/N/A _ RFDS DAIFD 01/16/2019 v1.00 PROJECT: AT&T IP REPEATER AT&T SITE NUMBER:PR77 P. SITE INFORMATION \ P DRAWING INDEX LOCATION MAP BU#:856366 SCHOLLS&125TH CROWN CASTLE USA INC. SCHOLLS&125TH SHEET# SHEET DESCRIPTION t t SITE NAME: awneves or C: SITE ADDRESS: 12655-A SOUTHWEST NORTH DAKOTA T-1 TITLE SHEET Englewood Terrace 12()55 A SOUTHWEST NORTH TIGARD,OR 97223 ""�'"u'"""0 n R°"d'' Muslim Educational Trust DAKOTA T-2 GENERAL NOTES I i Q d COUNTY: WASHINGTON g am." $ MAP/PARCEL#: R2143964 C-1.1 OVERALL SITE PLAN r, r.•M Sun one Perc A g$c N tuIAs: „p TIGARD,OR 97223 SW a.",.anm.i" a anrnents ,Nsi- s sle bre AREA OF CONSTRUCTION: EXISTING C-1.2 EXISTING AND FINAL EQUIPMENT PLANS raw n i tr C-2 EXISTING AND FINAL ELEVATIONS M r Cold Stone creamery , �° EXISTING 55-0 MONOPOLE LATITUDE: 45°26'32.07"N(45.4423010) LONGITUDE: 122°48'16.20"W(-122.8045060) C-3 EXISTING AND FINAL ANTENNA PLANS ,gA °; .,,I a k Scholia Ferry 9 Whole Feeds Markel R�+. „ss r^ ;,.: LAT/LONG TYPE: NAD83 C-4 FINAL ANTENNA AND COAXIAL CABLE SCHEDULE Tiyard nomtadae Read IGmda Care Q e i^ w x GROUND ELEVATION: 236' C-5 PLUMBING DIAGRAM P6 Begin rnKjs Westgate Baptist Church ( 60000 aw 0,0000 t - CURRENT ZONING: C-P C-6 ELECTRICAL WIRING DIAGRAM „,,,,&'-F�� • Mtx� Me:.. .reek 9 #• s it Sygnii9 "OW ' .w cwtwr, JURISDICTION: CITY OF TIGARD C-7 EQUIPMENT SPECIFICATIONS a ,-.4 OCCUPANCY CLASSIFICATION: U t f 9 G-1 GROUNDING SCHEMATIC r awes°""""s r^ " TYPE OF CONSTRUCTION: IIB SW .0.1enrOS G-2 GROUNDING DETAILS ., ISSUED FOR A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR SuAII8C r eek V ,;w,ulr,o, Z. S Mn"i"g apenments 7 8 4 HUMAN HABITATION G-3 GROUNDING DETAILS sa"ttrx ru° m DATE DAWN DESCRIPTION •�il N 1 9 - DI 06/07/19 PRELLMINARY EIEN PROPERTY OWNER: HA&R LLC Stark 3° a3 12655 SW NORTH DAKOTA ST. ”" °a N,ranwm^S 5W99ettMkS _MEE_ _ 3 LE 06/22/19 CLIENT COM'�NTS CW TIGARD OR 97223 a- orrl^`ert'193w` SW remm wx°i sr " r I.--INN -_ TOWER OWNER: CROWN CASTLE no"or NO SCALE 2000 CORPORATE DRIVE `-_-_ CANONSBURG,PA 15317 ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 22X34. APPLICANT: AT&T MOBILITY CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND 575 MOROSGO DRIVE CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ATLANTA,GA 30324 `ENGINEER IN WRITING OF ANY DISCREPANCNIES BEFORE PROCEEDING WITH CROWN CASTLE USA INC. THE WORK OR BE RESPOSIBLE FOR SAME. APPLICATION ID: 479127 ELECTRIC PROVIDER: PORTLAND GENERAL ELECTRIC P. PROJECT TEAM I- APPLICABLE CODES/REFERENCE DOCUMENTS (800)542-8818 TELCO PROVIDER: VERIZON WIRELESS A&E FIRM: CROWN CASTLE USA INC. ALL WORK SFIALL BE PERFORMED AND MATERIALS INSTALLED IN REFERENCE DOCUMENTS: (800)225-5499 2000 CORPORATE DRIVE ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING STRUCTURAL ANALYSIS: BY B+T GROUP CANONSBURG,PA 15317 CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. DATEDJUNE 03,2019 D PROF CROWNAE.APPROVAL@CROWNCASTLE.COM NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT `y1 ,G I NF Fss, P PROJECT DESCRIPTION ` CONFORMING TO THESE CODES: MOUNT ANALYSIS: BY INFINIGY �' 5 CROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 a: 95418PE r USA INC.DISTRICT SEATTLE,WA 98109 CODE TYPE CODE DATED MAY 29,2019 gn+ r CONTACTS: ALICIA POWERS-PROJECT MANAGER BUILDING 2012 IBC DESIGN PACKAGE BASED ON THE REDS OREGON THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA MODIFICATION J (2014 OSSC) „ a ON AN EXISTING WIRELESS SITE. (206)336-3218 MECHANICAL 2012 IMC(2014 GMSC) REVISION:1.00 T'✓(n 'I AL TOWER SCOPE OF WORK STEVE HANDY-CONSTRUCTION MANAGER ELECTRICAL 2017 NEC(2017 OESC) DATE:01/16/2019 4ALE)(FAv •REMOVE(3)RRHS (503)729-7862 DESIGN PACKAGE BASED ON THE APPLICATION SIGNED,22 AUG 2019 •INSTALL(3)RRHS ID:479127 EXPIRES,31 DEC 2021 •INSTALL(3)DIPLEXERS NATASHA MONTALVO-A&E SPECIALIST REVISION:0 •INSTALL(3)SDARS REMOTE REPEATERS (206)336-2886 •INSTALL COLLAR MOUNT AS PER MOUNT ANALYSIS _II GROUND SCOPE OF WORK •REMOVE EXISTING POWER PLANT /A c 7 I PI I II I.INS-REAL ESTATE •TRANSFER ALL 48V EQUIPMENT ON CONVERTER SHELVES TO NEW PDLL& /50;:70‘i 92ni REMOVE 24-48V SHELF IT ISA VIOLATION OP LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION • INSTALL NEW POWER PLANT W/(14)RECTIFIERS AND(5)CONVERTERS OF A LICENSED PROFESSIONAL ENGINEER, •INSTALL NEW E LX21 CABINET TO ALTER THIS DOCUMENT. •INSTALL ION-M MAIN UNIT INTO NEW CABINET CALL OREGON ONE CALL •INSTALL OTRx CHASSIS MODULE INTO NEW CABINET NOTE: •RECONFIGURE BA 11!RIES TO(8)STRINGS OF 48VDC BATTERIES IN PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT (800)332-23440 ® SHEET NUMBER SIOEXISTING BBU CABINETTHE CROWN NOC AT(S00)788-7011&CROWN CONSTRUCTION (144V CALL 3 WORKING DAYS �s� •REMOVE ANY UNUSED BATTERIES J ` MANAGER BEFORE YOU DIG! / J ` / iT- 111 te** j‘ EAL OTES: VNEEFFORT HAS BEEN MADE IN THE CONSTRUCTION DOCUMENTS TO PROVIDE A COMPLETE SCOPE OF ABBREVIATIONS 1.GEERYat&t MINOR DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL NOT EXCUSE CONTRACTORS FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. A/C AIR CONDITIONING MGR MANAGER 2. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN THE CARRIER OR ITS DESIGNATED AFF ABOVE FINISHED FLOOR MIN MINIMUM 575`MOROSGODRIVE REPRESENTATIVE. AGL ABOVE GROUND LEVEL, MISC MISCELLANEOUS ATLANTA GA 30324 ABOVE GRADE LEVEL NA NOT APPLICABLE 3. BIDDING REQUIREMENTS AWS ADVANCED WIRELESS SERVICE NIC NOT IN CONTRACT a. PRIOR TO THE SUBMISSION OF BIDS, VISIT THE JOB SITE TO BECOME FAMILIAR WITH ALL CONDITIONS BBU BATTERY BACKUP UNIT NO NUMBER CR®V1/N AFFECTING THE PROPOSED PROJECT. VISIT THE SITE WITH THE CONSTRUCTION DOCUMENTS TO VERIFY FIELD BLDG BUILDING NTS NOT TO SCALE 1'C rY DIMENSIONS AND CONDITIONS TO CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. BLK BLOCKING OC ON CENTER CASTLE b. PROVIDE NOTIFICATION TO OWNER IN WRITING OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO CLG CEILING OD OUTSIDE DIAMETER v SUBMISSION OF PRICE PROPOSAL. IN THE EVENT OF DISCREPANCIES, PRICE THE MORE COSTLY OR CLR CLEAR PCS PERSONAL COMMUNICATION 1505WESTLAKEAVENUENORTH,SUITE800 EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. CONC CONCRETE SERVICE SEATTLE,WA 98109 c. WHEN TOWER IS OWNED BY A THIRD PARTY, CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION CONT CONTINUOUS PDU POWER DISTRIBUTION UNIT IN BID WALK. PROJ PROJECT d. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONFIRM (PRIOR TO SUBMITTING BID) THE PRESENCE OF D DEPTH POST TENSION TENDONS. INCLUDE PROVISIONS FOR X—RAY PROCEDURES TO LOCATE THE TENDONS PRIOR DBL DOUBLE PROP PROPERTY TO CONSTRUCTION. DEG DEGREE PT PRESSURE TREATED 0, DIA DIAMETER PVC POLYVINYL CHLORIDE 4. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONSTRUCTION DOCUMENTS ARE DIAG DIAGONAL REQ REQUIRED INTENDED FOR DIAGRAMMATIC PURPOSES ONLY, UNO. DN DOWN RF RADIO FREQUENCY DET DETAIL RM ROOM 5. FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO BEGINNING ANY MATERIALS DWG DRAWING RO ROUGH OPENING RFDS DA1'r.D 01/16/2019 v1.00 ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. BRING ANY DISCREPANCIES IMMEDIATELY E EXISTING RRH REMOTE RADIO HEAD TO THE ATTENTION OF THE OWNER AND RESOLVE BEFORE PROCEEDING WITH THE WORK. EA EACH SHT SHEET ELEV, EL ELEVATION SIM SIMILAR AT&T SI Eh NUMBER:PR77 6. FURNISH ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS NECESSARY TO COMPLETE PROJECT AS ELEC ELECTRICAL SPEC SPECIFICATION DESCRIBED IN THE CONSTRUCTION DOCUMENTS. EQ EQUAL SF SQUARE FOOT BU#:856366 EQUIP EQUIPMENT SS STAINLESS STEEL 7. SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONSTRUCTION DOCUMENTS. PROVIDE ALL EXT EXTERIOR STL STEEL SCHOLLS&125TH CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL FIF FIBER INTERFACE FRAME, SUSP SUSPENDED PORTIONS OF THE WORK UNDER THE CONTRACT. FACILITY INTERFACE FRAME TMA TOWER MOUNTED AMPLIFIER 12655-A SOUTHWEST NORTH FIN FINISH TND TINNED 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH FLUOR FLUORESCENT TYP TYPICAL DAKOTA ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, FLR FLOOR UMTS UNIVERSAL MOBILE TIGARD,OR 97223 ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY FT FOOT, FEET TELECOMMUNICATION SERVICE COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES APPLICABLE TO THE WORK. GA GAUGE UNO UNLESS NOTED OTHERWISE GALV GALVANIZED VERT VERTICAL EXISTING 55'-0"MONOPOLE 9. CONSTRUCTION COORDINATION REQUIREMENTS GC GENERAL CONTRACTOR W/ WITH a. NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO START OF WORK. GRND GROUND W/O WITHOUT b. OBTAIN ALL PERMITS. SCHEDULE AND COORDINATE ALL INSPECTIONS. GSM GLOBAL SYSTEM MOBILE WCS WIRELESS COMMUNICATION - c. PROVIDE, AT THE PROJECT SITE, A FULL, CURRENT SET OF CONSTRUCTION DOCUMENTS FOR USE BY ALL GYP GYPSUM BOARD SERVICE PERSONNEL INVOLVED WITH THE PROJECT. HORZ HORIZONTAL WP WATER PROOF d. RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY HR HOUR ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DOCUMENTS. HT HEIGHT e. PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. ID INSIDE DIAMETER f. PROVIDE FALL PROTECTION IN ACCORDANCE WITH FEDERAL, STATE, LOCAL, AND OWNER REQUIREMENTS. IN INCH, INCHES ISSUED FOR: g. IF FM LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO INSUL INSULATION BE INTERRUPTED, MAINTAIN THE NECESSARY LIGHTS DURING CONSTRUCTION AND NOTIFY THE PROPER INT INTERIOR MI DATE DRWN DESCRIPTION czE AUTHORITIES IN THE EVENT OF A DISRUPTION. © 06/07/19 ® PRELIMINARY CW h. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2—A OR 2—A1OBC WITHIN 75 L LENGTH 0 08/22/19 AW CLIENT CONLNIENTS MEI FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. LBS POUNDS i. STRUCTURAL COMPONENTS OF ADJACENT FACILITIES SHALL NOT BE ALTERED BY THIS CONSTRUCTION LTE LONG TERM EVOLUTION MI _ _ PROJECT, UNO. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT STRUCTURES. MAX MAXIMUM III__—_ j. SEAL ALL PENETRATIONS THROUGH FIRE—RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL—APPROVED MECH MECHANICAL `_MIM-- MATERIALS, IF APPLICABLE. MTL METAL k. BURIED UTILITIES MAY EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. MFR MANUFACTURER CONTACT THE 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, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. PROJECT NOTES n. KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL 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 1. THE FOLLOWING INFORMATION HAS BEEN PROVIDED BY CROWN CASTLE FOR OF ANY o. MAINTANNTHERE. THIS INTEGRITY OF THE BUILDING ENVELOPE AND CONSTRUCT BARRIERS IN THE AREA OF WORK PROJECT.JECT AND HAS NOT BEEN FIELD VERIFIED AS PART OF THIS \�,.FgNG'� s TO PREVENT DAMAGE FROM WEATHER AS WELL AS FROM CONSTRUCTION DUST AND DEBRIS. a. SITE LAYOUT INFORMATION AND ORIENTATION xV 954I8PE T- b. EXISTING TOWER, MOUNT AND EQUIPMENT ELEVATIONS ,u;& (Ar 10. INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S SPECIFICATIONS, UNO, OR WHERE c. DESIGN PACKAGE BASED ON THE APPLICATION #: PENDING v0OREGON LOCAL CODES OR ORDINANCES DIRECT OTHERWISE. T'Jut. 7.% 2. A STRUCTURAL ANALYSIS TO DETERMINE THE TOWER CAPACITY TO SUPPORT R(EIp 11. PROPOSED CELLULAR EQUIPMENT AND FIXTURES WILL BE FURNISHED BY OWNER AND INSTALLED BY THIS PROPOSED EQUIPMENT WAS PERFORMED FOR CROWN CASTLE OUTSIDE SIGNED,22 AUG 2019 CONTRACTOR, UNLESS NOTED OTHERWISE. THE SCOPE OF THIS PROJECT. EXPIRES,31 DEC 2021 a. STRUCTURAL ANALYSIS BY: B+T GROUP . 12. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY OWNER. b. DATED: 06/03/19 c. RESULTS: PASS 13. DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP THE APPROVED CONSTRUCTION DRAWINGS AND 3. A MOUNT ANALYSIS TO DETERMINE THE MOUNT CAPACITY TO SUPPORT THIS SUBMITTING THE REDLINED SET TO OWNER UPON COMPLETION. DOCUMENT ALL WORK PERFORMED WITH PROPOSED EQUIPMENT WAS PERFORMED FOR CROWN CASTLE OUTSIDE THE IT ISAVIOLATION OPLAW DOR ANY PERSON, PHOTOGRAPHS TO BE SUBMITTED WITH REDLINED CONSTRUCTION DRAWINGS. SCOPE OF THIS PROJECT. UNLESSTHEY ARE ACTING UNDER THE DIRECTION a. STRUCTURAL ANALYSIS BY: INFINIGY ENGINEERING PLLC OF��TO ALTTSEDER TOHISDOCUMENT ENGINEER, 14. PROVIDE SUPPORTS FOR CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS IN ACCORDANCE b. DATED: 05/29/19 WITH ALL MANUFACTURER'S REQUIREMENTS. c. RESULTS: CONDITIONAL PASS SHEET NUMBER: CB VISIO . 15. CONFIRM THAT THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS, MOUNT ANALYSIS AND ANY ASSOCIATED 4. CONFIRM THAT THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS AND ANY T-2 MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS REQUIRED TO SUPPORT THE EQUIPMENT ASSOCIATED ASSOCIATED MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS ` WITH THIS PROJECT. REQUIRED TO SUPPORT THE EQUIPMENT ASSOCIATED WITH THIS PROJECT. l c mat&t . ( 575 MOROSGO DRIVE ATLANTA,GA 30324 CRO��/N CASTLE(Cri WESTLAKE AVENUE NORTH,SUITE CROWN) WA 98109 1 APPROXIMATE LOCATION OF PROPERTY LINE li- It WW Z RFDS DAI'ED 01/16/2019 v1.00 1 j > � I o AT&T SITE NUMBER: PR77 I— CO g 1 (.-Ey I Z BU#:856366 O PAR ¢ SCHOLLS&125TH O 1 APN:82143964 k Y ¢ 12655-A SOUTHWEST NORTH Q ZONING:C-P R 8. DAKOTA 0 a TIGARD,OR 97223 I I I CC I (E)BUILDING(TYP) EXISTING 55'-0"MONOPOLE 0 Z V) --(E)SITE LOCATION ._ (REFERENCE C-1.2 FOR ,*- DETAILS) -4 (E)COMPOUND IIMII ISSUED FOR: lohl __—---(E)AT&T EQUIPMENT PAD MI DATE DR%N DESCRIPTION _ (E)55-0"MONOPOLE ® 06/07/19 ® PRELIMINARYIVM U 08/22/19 ® CLIENT COMMENTS _ \I�1• -__-Mill APPROXIMATE LOCATION OF PROPERTY LINE lii ei=. <%73 440 %i/j-..-Cp;' , ...1%.l.) \� .fe y �_ O ,,,.,.10„. j). 9,s0D PROFESSy ,ii::. 4� ,HG I NEEH Z z 95418/�PE +\j1;1" Livr, ON, , - Y•_ OREGON (-- T7UUL 2C �A LEX A� SIGNED,22 AUG 2019 EXPIRES,31 DEC 2021 IT IS A VIOLATION Ole LAW FOR ANY PERSON, I_NLESS THEY ARE ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CD OVERALL SITE PLAN aIIIII�III© SHEET NUMBER: VISIO . SCALE: 1" '�( 3�] za 1a o za =aaa(11217) c- i . 1 ( B I 1 V at&t 575 MOROSGO DRIVE (E)AC UNIT WITHIN(E)CABINET --(E)GSM CABINET(TYP.OF 3) (E)UMTS CABINET ATLANTA,GA 30324 • (E)METER N 19'3"4 y / , _ �(J CROWN • C 4.• CASTLE (E)GEN PLUG /�'u'� 150$WESTLAKE AVENUE NORTH,SUITE 800 ;v)!7 \ SEATTLE,WA 98109 (E)54-0"MONOPOLE / ir—f—i i I / / / ��U�1. (E)PDU (E)ARGUS TE43 CABINET--- / r ♦�♦/ d !�, In (E)LTE CABINET .----- / II I ' 1 "�- 71 111111111111111 \ ' ,SVA, O I RFDS DATED 01/16/2019 v1.00 � A ♦ � �� � � � � � . � � �► • � � ,*ev ` '' AT&T SITE NUMBER: PR77 i I > �n n�� :.�.. ..."<"1. .^nom 'i S. • BU#: 856366 nom so SCHOLLS&125TH (E)AT&T FEEDLINES TO REMAIN-- 7I' \ t (12)7/8"COAX CABLES 1 (E)GPS ANTENNA (3)13/8"COAX CABLES J (4)3/4"DC TRUNKS 12655-A SOUTHWEST NORTH (2)3/8"FIBER TRUNKS (E)HOFFMAN BOX (E)NORTEL CABINET (E)AT&T EQUIPMENT PAD (E)PDU CABINET TO BE (TYP.OF 3) REMOVED DAKOTA (E)AT&T ICE BRIDGE x31-0" &REMOVE 24-48V SHELF TIGARD,OR 97223 EXISTING 55'-0" MONOPOLE O EXISTING EQUIPMENT PLAN cl-TIN SCALE: I 1/2,1,17(FULL SIZE) 2' 1' 0 2' 1I,'+1'-0"1110 7) ISSUED FOR: (N)AT&T FLX21 CABINET WI ION-M MAIN UNIT& 131 ME DATE OXEN DESCRIPTION OTRx CHASSIS MODULE ® 06/07/19 ® PRELLMINARY mili pi MN (E)AC UNIT WITHIN(E)CABINET (E)GSM CABINET(TYP.OF 3) (E)UMTS CABINET 08/22/19 AW CLIENT COMMENTS -__—_ (E)METER�� 19'8"5 ' ` AP.iPiio -__—_ A F 4 `__-- 1 . �,�� ` ' (N)AT&T POWER PLANT OUTFITTED W/ALL 48V /) EQUIPMENT ON CONVERTER SHELVES FROM 0 �I \ EXISTING PDU,(14)RECTIFIERS&(5)CONVERTERS (E)GEN PLUG ; \ RECONFIGURE BATTERIES TO(8)STRINGS OF \';� \ -48VDC BATTERIES IN EXISTING BBU CABINET (E)55'-0"MONOPOLE 1:7. /\ N /// / )14_,„* ! (E)ARGUS TE43 CABINET---, / _ _ �(� I (E)PDU f r (E)LTE CABINET // - _ • 1/ _ _ 0' +4 to y�SyEO PROFFS gg,,� , I ,� �� c��,cNG)Nffq s/5 \ / £ ,/ 'F 95418PE - Nil , �i_!1VCU=U�U=V�U� U+U�U�U����, +*.�4.4 1 O U G ' > t^� Z�u_�u�Li-'� � iu�u� iu��► sem_ ,/��' L �O'` 7:7 JUL 2'e L I _- �' ` X .- �xxj •-/\--' // ZiALEXP' • - / O. SIGNED,22 AUG 2019 NJi EXPIRES,31 DEC 2021 (N)(1)3/8"FIBER TRUNK -- (3)314"DC CABLES (E)GPS ANTENNA / J (E)POWER CABINET - (E)AT&T FEEDLINES TO REMAIN (E)HOFFMAN BOX (E)NORTEL CABINET (12)7/8"COAX CABLES (TYP.OF 3) (3)13/8"COAX CABLES (4)3/4"DC TRUNKSIL IS A VIOLATION OP LAW FOR ANY PERSON, (2)3/8"FIBER TRUNKS UNLESS THEY ARE ACTING UNDES,THE DIRECTION \--(E)AT&T EQUIPMENT PAD OF A LICENSED PROFESSIONAL ENGINEER, (E)AT&T ICE BRIDGE 531-0" TO ALTER THIS DOCUMENT. ®HNAL EQUIPMENT PLAN ( SHEET NUMBE/R� VISIO I lrztro(FULL SIZE) (Tr 1 • ' / R 2' 1' 0 2' 1/4"•1'-0"(11x17) 1 G L 1 r R 1 MOUNT ANALYSIS 8Y INFINIGY DATED 05/29/19. kt. a�OSGO DRI\�►�VE GC TO ENSURE ANY MOUNT MODIFICATIONS ARE MADE PRIOR TO CONSTRUCTION - 575 MOR J ATLANTA,GA 30324 CROWN CASTLE ,--(E)AT&T EQUIPMENT TO REMAIN r-(E)AT&T EQUIPMENT TO REMAIN pe KE AVENUE NORTH,SUI I E 800 (12)ANTENNAS / (12)ANTENNAS / (18)RRHs (18)RRHs SEATTLE,WA 98109 / (5)SURGE SUPPRESSORS (5)SURGE SUPPRESSORS MOUNTED TO EXISTING MOUNTS MOUNTED TO EXISTING MOUNTS TIP OF MONOPOLE h TIP OF MONOPOLE 4, q f ELEV.=55'-D" ! ELEV.=55'-0" I I-I I 1 I ANTENNA RAEDVCENTEIR ( I ' ANTENNA ERAD LEVC=54'-0' 111 NEW AT&T EQUIPMENT I, C. jl�.i', �U 1.. �:I (3)NOKIA AIRSCALE RRH 4T4R B30 100W AHNA RRHs _I. !!! I (3)COMMSCOPE CSC23SR-43 DIPLEXERS (3)SOARS REMOTE REPEATERS RFDS DAZED 01/16/2019 16/2019 v1.00 MOUNTED TO EXISTING MOUNTS / ( 1 '� " (E)AT&T EQUIPMENT TO BE REMOVED (N)UQB4 COLLAR MOUNT AT&T 7 T r� 7�i�f j �� (3)RRH4x25-WCS-4R RRHs �'I III I AS PER MOUNT ANALYSIS AT&1'SITE N V MI3 R:L R"t 7 I MOUNTED TO EXISTING MOUNTS ANTENNA RAD CENTER {� ANTENNA RAD CENTER A. III 11. If '! ELEV.=44'-0" �'� �I I III ELEV.=44'-0" Y BU#: 856366 SCHOLLS&125TH , 1 12655-A SOUTHWEST NORTH DAKOTA 1 TIGARD,OR 97223 1 EXISTING 55'-0"MONOPOLE (E)AT&T FEEDLINES TO REMAIN—. (E)AT&T FEEDLINES TO REMAIN (12)7/8"COAX CABLES \ (12)7/8"COAX CABLES 1 (3)15B"COAX CABLES (3)1-5/8"COAX CABLES - (4)3/4"DC TRUNKS (4)3/4"DC TRUNKS (2)3/8"FIBER TRUNKS (2)3/8"FIBER TRUNKS ' Nil (E)55'-0"MONOPOLE (E)55'-0"MONOPOLE I ISSUED FOR: (N)AT&T EQUIPMENT - DATE DR\ DESCRIPTION clira (3)3/4"DC CABLES ' (1 j 3/e"FIBER TRUNKS ® 06/07/19 ® PRELIMIN_ARY NEE 1 B 08/22/I9 ® CLIENT COMMENTS Eli III NEI =I I III MINI—_ I `—_ III I I I S <> I _ I --11 II :14 I ^2, 61��EGINE; / ' - �' ON PE �� 4rF� }�rl's 55418PE ' k�.fMti • r• -•--�it 1 I 1 I ti --I-7- -ter-:-------^-- - "_-_� �I;I 11�f III ��v OREGON A II 1 1 1 'I JUL.✓U1 p p I r4/AIEXA43 III j - ' i il, Il SIGNED,22 AUG 2019 . -... _.:_---- �.._.. �......_�..._� � ' I i III 1 EXPIRES,31 DEC 2021 1 IT IS:1 VIOL 1TION OI+LAW TOA ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OEXISTING SOUTH ELEVATION O FINAL SOUTH ELEVATION SHEET NUMBER:/� EVISIO . SCALE: NOT TO SCALE SCALE: NOT TO SCALE ' / B 1 _ at&t (E)AT&T RRH TO BE REMOVED (E)AT&T RRH TO REMAIN RRH4x25•WCS-4R 825 4x30.4R (E)AT&T RRH TO REMAIN (3 TOTAL,1 PER SECTOR) ATLANTA, O DRIVE (3 TOTAL,1 PER SECTOR) B86A 4x45 GA 30324 - (3 TOTAL,1 PER SECTOR) (E)AT&T RRH TO REMAIN RRH2x40W-07AT (3 TOTAL,1 PER SECTOR) \ (E)AT&T -EPBO.552L8H8 REMAIN \ \\\ ,A (8 TOTAL,2 PER SECTOR) \ y1; \\Vr, ' CASTLE .� n+ �� '� a / "' (0.11144: WESTLAKE AVENUE NORTH,SUITE 800 ���1/c, \ /et' �a •'•`� i�'' VeFSep SEA IILE,WA98109 _4116.... ..„t,,,, (E)AT&T SURGE SUPPRESSOR TO REMAIN / \ DTO RE 0-18 / (2 TOTAL) / / (E)ANTENNA MOUNTS TO REMAIN `. / __.(AN AT&T TMAs TO REMAIN _ / ,```• \ / - ..-. -. ., ( 2 PER SECTOR) B DREW MHA ETB19G8-12U 6TOTAL, OR ` % `' / `' J ;0,- . / RFDS DA LED 01/16/2019 v1.00 .� s. �\ (E)55'-0"MONOPOLE AT&T SITE NUMBER:PR77 '40 BU#:856366 a, G ' SCHOLLS&125TH (ANIERRnP®64'URAD CENTER I )nHrExNnses 44a RwCB4TER 1 12655-A SOUTHWEST NORTH DAKOTA TIGARD,OR 97223 EXISTING 55'-011 MONOPOLE OEXISTING ANTENNA PLAN 1 SCALE: NOT TO SCALE dII I 1 - NOTE EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS CONSTRUCTION DRAWINGS DONE MOUNT ANALYSIS BY INFINIGY DATED 0629/19. BY FDH VELOCITEL DATED 02/08/17.IF EQUIPMENT LAYOUT DIFFERS FROM WHAT IS SHOWN, GC TO ENSURE ANY MOUNT MODIFICATIONS ARE MADE PRIOR TO CONSTRUCTION CONTRACTOR TO CONTACT THE CONSTRUCTION MANAGER. ./ —(N)UQ84 COLLAR MOUNT ` l 1 NEW AT&T RRH NOKIA-AIRSCALE RRH 4T4R B30 100W ANNA AS PER MOUNT ANALYSIS ISSUED FOR: (3 TOTAL,1 PER SECTOR) (N)(1)DC9-48-60-24-BC-EV SURGE SUPPRESSOR CM DATE DAWN DESCRIPTION (E)AT&T RRH TO REMAIN © 06/07/19 ® PRELIMINARY CW (3 TOTAL,1PER B254CTR)4x30-4R ci 08/22/19 EMCLIENT COMMENTS CW (E)AT&T RRH TO REMAIN. (E)AT&T RRH TO REMAIN --_—_ W-07AT B88 4245 -__—_ RRH2z40 (3 TOTAL,1 PER SECTOR) AT&T ANTENNA TO REMAIN .__-- (3 TOTAL,1 PER SECTOR) \ KMW-EPB06R SEC 8 /42\ \\\- (6 TOTAL,2 PER SECTOR) \<*s\ lAa * t VIIV* \1--,1 IOW /Is0A, N**kW Fillor / All (E)AT&T SURGE SUPPRESSOR TO REMAIN-------. / \ �/ DC8-48-80-18 (2 TOTAL) l I I (E)ANTENNA MOUNTS TO REMAIN I �' (E)ATBT TMAs TO REMAIN1 . 7• ,• 1 TOTAL 2 PER SECTOR72UB SA�EG FF FSS/.1 51� �'� ._�v / J gyp• G�,/ -,. pAit‘ 1.law Off X. C��' < �• (E)55'-0"MONOPOLE ' �1 , yy. *4 LEX AS. JUL O NEW AT&T DIPLEXER . 40. SIGNED,22 AUG 2019 COMMSCOPE CSC23SR-43 syi. sz EXPIRES,31 DEC 2021 (3 TOTAL,1 PER SECTOR) \�. \‘. )ANTENN,ns®s4 o RAO CENTER I I ANTENNAS CO 44O.RAO CENTER I ' NEW AT&T REPEATER SDARS REMOTE - (3 TOTAL,1 PER SECTOR) CL IS A VIOLATION OIN I 1\\f OR AN5"PERSON', UNLESS THEY ARE.9CTIIrC,UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. FINAL ANTENNA PLAN ";I`p\ SHEET NUMBER: SIO �-iliIp eh L ` 2 SCALE: NOT TO SCALE � —3 l r i at&tlk 575 MOROSGO DRIVE ATLANTA,GA 30324 FINAL ANTENNA AND COAXIAL CABLE SCHEDULECROWN ALPHA CASTLE ELECTRICAL ANTENNA DC(WR-VG86ST-BRD) POSITION TECH. STATUS AZIMUTH ANTENNA TYPE RAD MECHANICAL DOWQT NTILT MAIN COAX MAIN COAX COAX TMA QTY DIPLEXER Y RAYCAP DEMARC SQUID FIBER CABLES RRHs QTY DIPLEXERS QTY RET HOMERUN 1505 WESTLAKE AVENUE.NORTH,SUITE 800 CENTER DOWON TOWER ON GROUND NTILT (LOW BAND/ SIZE LENGTH QTY ON TOWER (FB-L988-03450000) SEATTLE,WA 98109 HIGH BAND) Al LTE EXISTING 60° KMW-EPBOS52L8H8 54'-0" 0° 5°/6° (1)COMMSCOPE- (2)DC TRUNKS (1)RRH2x40W-07AT CBC23SR-43 (1)DCB-08-60-16 (1)FIBER TRUNK (1)B25 RRH4X30-4R (1)ANNA A2 UMTS/LTE EXISTING 60° KMW-EPBQ-652L8H8 44'-0" 0° 3°/6° 7/8 gp,_0„ 2 (2)ANDREW - _ (1)B66A-RRH4x45 - - 1-5/8" MHA ETB19G8-12UB A3 - - - - - _ - - - - - - - - A4 _ _ - - - - _ - - - - - _ - - - - RFDS DA IED 01/16/2019 v1.00 As - - - - - - - - - - - - - - - - - AT&T SITE NUMBER:PR77 BU#: 856366 BETA (1)RRH2x40W-07AT SCHOLLS&125TH B1 LTE EXISTING 150° KMW-EPBQ-652L8H8 54'-0" 0° 1°2° - - - - (1)COMMSCOPE- (1)DC8-08-60-18 (2)DC TRUNKS (1)825 RRH4x30-0R - - CBC23SR-43 (1)FIBER TRUNK (1)ANNA - - 12655-A SOUTHWESTTTNORTH (2)ANDREW - B2 UMTS/LTE EXISTING 150° KMW-EPBQ-652LSH8 44'-0" 0° 0°2° 175/8„ 90'-0" 2 MHA ET819G8 2U8 - - - (1)B66A-RRH4x45 - - DAKOTA ' - TIGARD,OR 97223 53 - - - - _ - - _ _ - _ _ - _ - _ - - - - - - EXISTING 55'-0"MONOPOLE B4 - - - - - - - - - - - - - - - - - B5 - - _ _ - _ _ _ _ - - _ _ _ - _ _ GAMMA CI LTE EXISTING 240° KMW-EPBQ-652L8H8 54'-0" 0° 1-/3° _ _ _ (1)COMMSCOPE- (N)(1)DC9-48-60-24-8C-EV (1)FIBER (I)B25 RR 0W-07AT CBC23SR-43 SURGE SUPPRESSOR (3)DC CABLES (1)825 H4x30-0R - - (1)ANNA ISSUED FOR: 7/8" (2)ANDREW ® DATE DRWN DESCRIPTION `P C2 UMTS/LTE EXISTING 24D° KMW-EPBQ652L8H8 44'-0" 0° 2°/4° 1SIB" 90'-0" 2 MHA ETBISG8-12UB - - (1)B66A-RRH4x45 - - ® pG/07/19 ® PRELIMINARYin 08/22/19 ® CLIENT COMMENTSMEM OM C3 - - - - - - - - - - - - - - - III__-_ . III_Mill-_ C4 - - - - - - - - - - - - - - Nill�M�II C5 - - - _ - _ - - _ _ _ - - - _ CABLE LENGTH TABLE CABLE COUNT RED PROFESS` DISTANCE & DISTANCE Sc DISTANCE & TOTAL FINAL QTY. CABLE TYPE e 0,GINE6.4 SECTOR CACABLE TYPE CABLE TYPE CABLE TYPE LENGTH VOLTAGE 3 FIBER TRUNKLiu" 04,1 ,` OREGON ALPHA PDF 24' #8 AWG DC-6 70'-0" (2) #8 AWG SQUID 6' #8 AWG RRH 100'-0" 44,614 7 DC TRUNK ,../7 JUL 20 BETA 24' #8 AWG 70'-0" (2) #8 AWG 6' #8 AWG 100'-0" 44.614 �ALEXAA� SIGNED,22 AUG 2019 C EXPIRES,31 DEC 2021 NOTE REDS BEING USED GAMMA 24' #8 AWG 70'-0" (2) #8 AWG 6' #8 AWG 100'-0" 44,614 DATED 01/162019 V 1.00 J r 1 NOTE:EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS CONSTRUCTION DRAWINGS DONE BY FDH VELOCITEL DATED 02/08/17.IF EQUIPMENT IT ISA VIOLATION OF LAW FOR ANS'PERSON, LAYOUT DIFFERS FROM WHAT IS SHOWN, UNLESS TIIET ARE ACTING UNDER THE DIRECTION CONTRACTOR TO CONTACT THE CONSTRUCTION ON A LICENSED PROFESSIONAL ENGINEER, MANAGER. TO ALTER THIS DOCUMENT. J SHEET NUMBER: VISIO - OEXISTING ANTENNA AND COAXIAL CABLE SCHEDULE SCALE: NOT TO SCALE —C4 R 1J at&t WCSAntenna 575 MOROSGO DRIVE ATLANTA,GA 30324 7E0450 iii C ROW N ,,,s0 CASTLE�1} 4148 (Cri6 5 WESTLAKE AVENUE NORTH,SUITE 800 /} g Radiof SEATTLE,WA 98109 Antenna Playbook IMITZIESZIE1r .'. - detaits. 41 T Comtstscope C64r23S 43 RFDS DA1'ED 01/16/2019 v1.00 co exec AT&T SITE NUMBER: PR77 .. r .. BU#: 856366 sonny SCHOLLS&125TH Remotev kr.- ., ,A.;: .23 Ams Lir"- t7:1 I= C7 12655-A SOUTHWEST NORTH DAKOTA TIGARD,OR 97223 EXISTING 55'-0"MONOPOLE ISSUED FOR: DATE DAWN DESCRIPTION MIM ® 06/07/19 No PRELIMINARY NEE En 4.3-10 RF connector '. 1:1108/22/19 ® CLIENI CO.MLMENTS .__-- ?/16 DIN RF connector � 111===moi Fiber connection NE a.MMI I f( 1 ���yEp PROFESS ION G I N fF,P Master tk:,t ¢ 95418PE OA.% ON y 0' Power?ant-` OREGON _ Dv CStrt tol JUL 4C SXM IP Du* �A IEXA� SIGNED,22 AUG 2019 Band Exeter EXPIRES,31 DEC 2021 SXM IP Dual-Band Exciter may need to be purchased and installed at a later time. IT IS A VIOL OF+LAW fOR ANY PERSON, UNLESS THEY ARE.ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OPLUMBING DIAGRAM SHEET NUMBER: TSIO SCALE: NOT TO SCALE C-5 iJK iefer 1 at&t 575 MOROSGO DRIVE ATLANTA,GA 30324 CROWN TO ANTENNAS CASTLE FrIN LAKE AVENUE NORTH,SUITE 800 (PER SECTOR) SEATTLE,WA 98109 (4)COAX JUMPERS 1 I I t t i I ti I I I ! I I I I" III LTE LTE LTE LTE WCS AWS 700 1900 RFDS DAl'ED 01/16/2019 v1.00 111 111 111 8 ., ., , . AT&T SITE NUMBER:PR77 FIBER JUMPER PAIRS I I I •( 1 I I I PER SECTOR a I I I a I I BU#:856366 ALARM CABLE I I i I i I 1x ^ ^ SCHOLLS&125TH x I I I I — I RRH RRH RRH RRH B25 12655-A SOUTHWEST NORTH 711 L____,8 a _J RRH 2x4OW-07AT 866A 4x45 4x30-4R ) DAKOTA SET OF(2)DC CONDUCTOR j 'IX — — — —_=o - a BUNDLES —OC—a— —OC—OC—� = =,JJTIGARD,OR 97223 JO—ao—ooI � L_ ___ �__J EXISTING 55'-0"MONOPOLE 11 (1)SET OF(2)DC CONDUCTOR BUNDLES I ( i I DC POWER TRUNKS -I I I a I I �—EXISTING DC JUMPERS(TYP.) IiI' 4/ nnnnnnr.nnnnnnnnnnnnn I I a�. -.-,-,-` PROPOSED 8/2 DC JUMPERS(TYP.) DC/FIBER DC/FIBER 48VDC BUS INSIDE a L 1 DEMARCATION BOX DEMARCATION BOX EXISTING POWER I Lam_ -b-� - -- U `� PLANT L.-� °—"-"-"�� R 8 i ISSUED FOR: { ALARM I a DATE DAWiN DESCRIPTION cm _ 8 EXISTING DC TRUNKS(TYR) s —0C °c—0C'—a—OC—�—'ce 8� a oa/o7/I9 PRELIMINARY 0 —. MOUNTED I L" ° -° �`° OC--1 Ems © 08/22/19 ® CLIENT COMMENTS min a 0-- SURGE DC TRUNKS(TYP) • POWER PLANT D — — —" SUPPRESSORS� I RACK MOUNTED (VERIFY EXISTING OR INSTALL NEN -==—� RACK 1 SURGE PROTECT/ MOUNTED DC POWER BBU i EXISTING(3)SETS OF DC NOTES: CONDUCTOR BUNDLES(TYP.) L J 1. REFER TO CHART FOR CABLE " '' ''' '' __ QUANTITIES,SIZES AND LENGTHS. POWER PLANT 2. CABLE LENGTH CALCULATIONS JUMPER ASSUMES TRUNK CABLE SIZE OF 8-AWG. RRH PDF JUMPER DC-6 TRUNK SQUID RRH 1 RRH tRD PROFFS, (0`,,,NGI N6,4,si Q z�95418PE ?-- thin, tn, ca,,, OREGON .47). JUL 20 �A LEX A4) SIGNED,22 AUG 2019 EXPIRES,31 DEC 2021 IT ISA VIOLATION OF LAW FOR ANY PERSON, • UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. O ELECTRICAL WIRING DIAGRAM(PROVIDED BY OTHERS) SHEET NUMBER: VISI0 \ ` 1 SCALE: NOT TO SCALE — IB - i 4.8" r , j\^ 5.5" Era at&t MANUFACTURER:NOKIA k. MODEL: AIRSCALE RRH 4T4R 85 160W Medina 4 Module 4 Modulo 8 Modulo 8 �� :I • HEIGHT: 13.26"(337mm) AWS-WCS AW Module 11 WIDTH: 11.81"(337mm) PCs AWS. 780 1685.1780 PCS \ 575 MOROSGO DRIVE DEPTH: 6.49"(165mm) 18504990 .2110-2860 2110.360 1850-1990 6(040 ATLANTA,ATLANTA,GA 30324 WEIGHT: 36.82 LBS(16.7KG) / MR-STREAM ``�` /11-011718111914 ,• 71.81" 84mm F 0-N 391.1Ee3 86.•F 101mm Vii\ CROWN(9.81e)•ns �nw Wa�wr wal�rr ���// \��r Lit-It. v'IN( -.1 (i~.91n) � `o�`}��� imgaLl �,,I, CASTLE D `9�^ i ri �J1505 WESTLAKE AVENUE NORTH,SUITE 800Module 1 Modulo 1 WW 0- A S.WCS Module 2 SEATTLE,WA 98109 M � `1850-19992110.22560 2110-2360 780 14954780 1850.1990 1 1 ( } } I2Umm88mm r ----(8.8 M).v_ 1 I" (1.4 in) PI 0Ill N MLri � -33 i. _ 4 �11i --1 N�_ I alt r�, 1y 7 �- IrrW I161453aza =�✓mIll6mm 1s3mm z11mmREDS DA1'rD 01/16/2019 v1.00 II (4.5 in) (7.6 i ) (8.3inJI 1 I1 I . , ,;�. J _,o :"- .:_�1 , .�, AT&T SITE NUMBER:PR77 Hi 1 IL?__ .I c �. . ,._,.r��. _ �• + BU#:856366-- ilmm diameter _,Module 1 , -_ (4 mounting holes) men -I� �., " �' SCROLLS&125TH COM Ott•P 0;AR6E3 f-x- �: '�.'' 6.14" Correctors d:.indent on model WS IIIMEr Meduit4 12655-A SOUTHWEST NORTH co. aka .... cEsg DAKOTA WEIGHT:48.0 LBS(22.0KG) TIGARD,OR 97223 EXISTING 55'-0"MONOPOLE OAIRSCALE SCALENOT SCALEH 4T4R 30 100W ANNA CD SCALES COMMCOPE NOT TO SCALEE: NOTO SCALE- R-43 DIPLEXER CD SCARTER 11<>1 r PARTS 05T CONVERTERS AS NEEDED OEM CITY PART NO. PART DESCRIPTIO! LENGTH UNIT WT. NET WT. REAR RAIL FRONT 2 24 X056DI NOG MKSS 99.0-110134 QUAD BRACKET VELMENT 1/5„ 007 l7 69 WALL FACE DOOR ,p 0.03 0.63 �• 3 24 066LW 5/6 NOG LOCRWAS IWO 1350 619• 4 24 C68NUT 6/S ROI.ThREA 20 xrx(H0 0.13 3.12 ISSUED FOR 6 12 C5M7-48, 6 X/6'IHREAQEO ROD HDG.I 4.43 53.19 Ie 12 C68R-24 S %24"THREADED R06 ND6. 2.22 26.60 DATE DAWN DESCRIPTION =� r RECTIFIERS AS NEEDED 10 AL"'13S7J° © 06/07/19 ® PRELIMINARY NEE i MANUFACTURER:EMERSON /�\ 06/22/19 AW CLIENT COMMENTS En YODEL NETSURE512• El 11111.E_____ ,R O i,,. ` 51 LED LIGHT SNITCH DEPTI::M• _ - Oe 41, � - ''��Y'''. OTC!PROTECTED /- 11111 2' 60'DIAMETER MONOPOLE L1 CONVENIENCE OUTLETS •POWER CABINET TO INCLUDE EMERSON SM-TEMP / \ / \ TEMPERATURE CONCENTRATOR PN.5/7480 OR / ' �� I' � EQUIVALENT AND BE CONNECTED S BATTERY MOE ENTRY) `` STRINGS BY TEMPERATURE PROBES RIGHT SIDElr"® PLINTHN r� `I 111�� ( POCKEr (PN 556155 OR PN 552992) \ / 11.4' `� l•$` O "� Iff O ` OC POKER iir! ' NEAT IXCNANf.EIi 2I.7J/ I 10.86 I- O o 0 O �/ Tr: _ I EO P�f F xr ISOMETRIC WITH PLINTH I '1:11* t�l (`I� `y�NGINFR�i lmommmimomm - • • COMPARTMENT I I`- yII1..iJ �55418PE� 21• • • WJ�� 4.)A11N• We.f.r 0 iIi ill- :I (2) 1A"KNOCK-OUTS FRONT - � LDL - Q1 0 0 - 6. o � ,sOREGON¢ FOR 1-1/4"CONDUIT \ _ \� 1 4"y O ). JUL 20,E • FOR AC/DC CABLES ss• LLL(6)$-m NILTI HSL-3 OR e e y. El *ALEXA Z. EQUIVALENT W/MIN a•1L 1; 2.5"KNOCK-OUT 2.362"EMBED FOR 2"CONDUIT SIGNED,22 AUG 2019 FROM FIBER SOURCE COMPONENT 152 ME BOLT PATTERN EXPIRES,31 DEC 2021 (2)2.5"KNOCK 'o rue:Mrs EMERSON OUTDOOR NETSURE 512 POWER CABINET OUT FOR 2" r_ TOP CONOUR TO UMTS - T0I FRANCE NOTES S AO UNIOERSQ 0 NT �E 0-N nLp�r Ur,LpS y�NOTED ARE 90+ MOUNT �� I e.ra Az m4 1 =IAA MA CAS CIIT EOOEOW1 FOR POLES 1' 1'0 60- �'�'� rW. • (DOOR OPEN 4.1"KNOCKOUT,NP ZS Dati0 AN E9A5 0-r Na-Es(1 o.01 990 COMMC a 801.05 UOB4 1°*''--ss-> .. G 00,OPENING BOTTOM OF CABINET m"17va e ea..)"a ALL oTNER MACNWIV((0. ISO N9 auzx BY fN0 ATFWRAL PART N0. AU O1Nrn A55FLBLr(r a0e0-) 4R9J CEK 9/20/2010 UQB4 - IT IS A VIOLATION OP LAW FOR ANY PERSON, ., sus oAANGe 69*6 'a[a0n 00 oso xo g UNLESS THEY ARE ACTING UNDER THE DIRECTION ,. , , ";, nut 4,-, ' •1 CUSTOMER BMC 9/20/201) UQB4 OF A LICENSED PROFESSIONAL ENGINEER• TO ALTER THIS DOCUMENT. O SCALE: NOT TO SCALE ABINET O POWER NOT TO SCALEIERS&CONVERTERS O SCALE:OMOTTO MOUNT CALE SHEET NUMBER SIOl�. C 7 B , i ats�t GROUND NEW AT&T FLEX 21 CABINET '"'_�'- 575 MOROSGO DRIVE ATLANTA,GA 30324 c� -- — �• ‘* two e 4 CRON >OOr CAS4YJE \ 1505 WESTLAKE AVENUE NORTH,SUITE t r ).00', O 0 SEATTLE,WA 98109 I /� v /• \ /t ,/00'? O s -,, / / ►/ / 000 ►0 - ����46,1*' . � � ���������� 0.0\ 0 RFDS DATED 01/16/2019 v1.00 00 . -.. 000000C .44'...‹,* I >60000 '•�O�O�OO�O4O.O�O�O. O�Oi. •' . AT&T sI I E NUMBER PR77 / • o / II I BU#:856366 T SCHOLLS&125TH GROUND NEW AT&T POWER PLANT 12655-A SOUTHWEST NORTH DAKOTA TIGA.RD,OR 97223 EXISTING 55'-0"MONOPOLE OGROUND EQUIPMENT GROUNDING PLAN SCALE: NOT TO SCALE GROUND NEW AT&T RRH --,,, (3 TOTAL,(1)PER SECTOR) ISSUED FOR: MIDATEing DESCRIPTION E. 06/07/I9 ® PRELLMINARY" El 08/22/19 AW CLIENT COMMENTS MEI NEW 8NTINNED SUN-RESIST OUTDOOR GREEN GROUND CABLE PER MFG SPEC'S FOR ALL NEW I. 11= MI(E)55-0"MONOPOLE \ -__-_\\ \ INSTALLATIONS oe 11140—, Vg'qt8.$ -4••••\ GROUND NEW AT&T REPEATER--N, G• ' � '& (3 TOTAL,(1)PER SECTOR) -�\ /** Itio /At % ...„. S _ il plie- - Vt.. I 111011.0r1 400 ER0p$.6,6, y OREGON GROUND NEW AT&T DIPLEXER--, (1) �gIEXA� (3 TOTAL,(1)PER SECTOR) (2) SIGNED,22 AUG 2019 EXPIRES,31 DEC 2021 • IT IS.1 VIOL_1TION OF LAW k'OR ANS'PERSON, _ UNLESS THEYARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO AI.TF_R THIS DOCUMENT. CD ANTENNA GROUNDING PLAN SHEET NUMBER: VISIO SCALE: NOT TO SCALE G- 1 TO ANTENNA COAX TO ANTENNA COAX , WIRE SIZE BURNDY LUG BOLT SIZE _ COPPER/GALVANIZED GROUND BAR COPPER/GALVANIZED GROUND BAR #8 GREEN INSULATED YA8C-21C38 3/8"-18 NC SS 2 BOLT ' 14.11110.1 j #2 SOLID TINNED YA3G2TC38 3/8"-18 NC 6S 2 BOLT ( at&t O' O'• 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 o 0 #2 STRANDED YA2C-2TC38 3/8"-18 NC SS 2 BOLT O O M f/ MO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 #2/0 STRANDED YA2B-2TC38 3/8"-18 NC SS 2 BOLT - O 000 • 0000000000000000 © © 00000000000000000 O0 84/0 STRANDED VA28-2N 1/2"-1eNcsszBOLT •575MOROSGODRIVE #2 SOLID TINNED COPPER ATLANTA,GA 30324 CONDUCTOR TO TOWER/SHELTER BURNDY GROUND LUG W/LONG BARREL HEAT SHRINK GROUND RINGAR (2 TYP.FOR BOTTOM (SEE CHART) (CLEAR) CROW N TWO HOLE LONG BARREL TWO HOLE LONG BARREL COMPRESSION LUG GROUND BAR ONLY) COMPRESSION LUG(TYP) (TYP) NUT(TYP) LOCK WASHER(TYP) ...............4111.1111.1111 -. CASTLE NOTES: NOTES:1. DOUBLING UP"OR STACKING OF CONNECTIONS ISNOT PERMITTED. i. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON AL.L EXTERIOR CONNECTIONS. MINE. FLIN:0 AKE AVENUE NORTH,SUITE 800 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOTIBE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL(TOWER ONLY). �.., ,.., CONDUCTOR SEATTLE,WA 98109 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER.MOUNT DIRECTLY TO TOWER STEEL 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. Ell GROUND BAR BOLT(SEE CHART) (TYP) 0ANTENNA GROUND BAR DETAIL O TOWER/SHELTER GROUND BAR DETAIL BURNDYTVJOHOLELUG W/LCNG BARREL SCALE: NOT TO SCALE SCALE: NOT TO SCALE \e SEE CHART) ---- _ -- ---- -- - ' -BARE WIRE TO BE TREATED WITH NO-OX AT BOTH ENDS A I NOTE: RFDS DA 1'ED 01/16/2019 v1.00 STRANDED ALL GROUNDING LUGS ARE TO BE (SEE CHART) INSTALLED PER MANUFACTURER'S SPECIFICATIONS.ALL HARDWARE BOLTS, AT&TSI1E NUMBER: 77 318-11x1"TAMPER NUTS,LOCK WASHERS SHALL BE RESISTANT BOLT STAINLESS STEEL.ALL HARDWARE ARE (TMP) �� ♦ TO BE AS FOLLOWS:BOLT,FLAT L�L #8 MIN.FROM ANTENNA WASHER,GROUND BAR,GROUND LUG, BU#: 856366 CABLE GROUND KIT IEEE NOTE 2 FLAT WASHER AND NUT. (TYP) . SCHOLLS&125TH - - - r.J► ° itIWALL BRA(P) 0 0 O MECHANICAL LUG CONNECTION/ if , 12655-A SOUTHWEST NORTH 0 0 0 3 SCALE: NOT TO SCALE DAKOTAR GROUND BAR ON SHELTER.ICE Q r 0 ° T BRIDGE,OR ON ANTENNA TOWER ' III IIII I ° 0 ° TIGARD,OR 97223 0 000E, O! / ° o ° EXISTING 55'-0"MONOPOLE • 010000 !O--- - O ® 0 GROUND BARO(4"X20") • - 0 LOCK ASP/N M10 � , (4 STAINLESSTYSTEEL BOLT • war s (TYP) STAINLESS STEEL TWO•FiOLE FLAT WASHER • COMPRESSION LUG 2-HOLE CRIMP/ (TV?) TWO HOLE LUG,OR EXOTHERMIC , GROUNDING SHALL BE COMPRESSION 1M • 1 WELD TO BE USED WITH#2 BARE ELIMINATED WHEN GROUND BAR CONNECTOR CONDUCTOR WIRE TO BUILDING IS ELECTRICALLY BONDED TO SERVICE GROUND OR GROUND METAL TOWER NOTES: GROUND RING -_•••� BAR 1.DOWN LEAD(HOME RUN)CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. �� TOWER,PER THE GROUNDING DOWN CONDUCTOR POLICY QASSTD-10081.NO MODIFICATION OR glinif - ISSUED FOR: DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION,CAD-WELDING ON THE TOWER _ -' STAINLESS STEEL AND/OR IN THE AIR ARE NOT PERMITTED. alai ae$ FLAT WASHER MOIDATE DRWN DESCRIPTION rzin STAINLESS STEEL (TVP) ® 06/07/19 ® PRELIMINARY2.OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL BELLVILLE WASHER STAINLESS STEEL NUT NEE USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. (TMP) (TYP) Km 08/22/19 AW CLIENT COMMENTSEN SINGLE CONNECTOR AT GROUND BARS ENM NM INSTALLATION GROUND BAR DETAIL -__ _ C)GROUNDVVIRE SCALE: NOT TO SCALE O SCALE: NOT TO SCALE srAlNless sTEEI eolr �__-- STAINLESS STEEL FLAT WASHER A MIEN 1�1 V DRAGON TOOTH WASHER _ _ �JIj---,� (TMP) �...� (�J STEEL 2-HOLE CRIMP/ STAINLESS STEEL rx.4p (TYPICALLY) COMPRESSION COETOR alae alae WEATHERPROOFING KIT FLAT WASHER 12'TO 24" (SEE NOTE 3) _ _ (TYP) STAINLESS STEEL STAINLESS STEEL NUT 120"MAX. COAX JUMPER NOTE:MINIMUM OF SIB NUT - (TYP) ANTENNA CABLE r�> 3 THREADS VTO BE (TYP) BELLVILLE WASHER \SEGi ROFfSi �UI. I.Im•- TO ANTENNA (TMP) SINGLE CONNECTOR AT STEEL OBJECTS �e eN F.s Nam alai SLS SPLIT r 95418PE r WASHER LW". ( • , CABLE 2 ROLE NOEL N'..„ (TYP) STAINLESS STEEL STAINLESS STEEL ORES o BARREL TINNED CONNECTORSELF-DRILLING SOLID COPPER — 8/S FLAT METAL SCREW (TMP)WASHER Z JUL ZO WEATHERPROOFING KIT LUG WASHER , (TYP( �L #8 STRANDED COPPER (SEE NOTE 3) (TYP) .11.§.1111111%.-..,..-1.-,-7.-,1�1 '■' 1i= (TAP) ACEXAK�" GROUND WIRE —z (GROUND TO GROUND BAR) moor 2-HOLE CRIMP/ 8�8 MO SIGNED,22 AUG2019 SEE NOTES 1&2 CABLE GROUND KIT Ali j1�•1•� COMPRESSION �� EXPIRES,31 DEC 2021 TIN COATED SOLID CONNECTOR ---i-- • COPPER BUS BAR INSMINlur _ S/S FLAT DRAGON TOOTH WASHER METALLIC OBJECT • NOTES: WASHER • 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWNCHERRY INSULATOR (TMP) TIP) TO GROUND BAR. INSTALLED IF REQUIRED — S/S BOLT SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY (TAP) - - -- - --- CABLE MANUFACTURER. 11111 IT IS A VIOLATION OF LAW FOR ANY PERSON, 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BE USED. UNLESS THEY AAE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. O CABLE GROUND KIT CONNECTION LUG DETAIL HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SHEET NUMBER: VISIO SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE G....2 B " _ . i _ - �,.. '�-�' at&t TYPE HS TYPE 2•YA-2 TYPE XA TYPE YA-2 TYPE GY 575 MOROSGO DRIVE ATLANTA,GA 50324 � , , CROWN Irl II TYPE W NC TYPE VN 71,, _._EIV. TYPE GR - CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 rik, i,. taz : it • .. ... TYPE VS TYPE VB TYPE PT TYPE GT' NOTE: — _ _a- 1. ERICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. RFDS DA I'ED 01/16/2019 v1.00 OCADWELD GROUNDING CONNECTIONS AT&T SI 1'E NUMBER:PR77 SCALE: NOT TO SCALE BU#:856366 I SCHOLLS&125TH TO ANTENNAS /// . '' , ^\\\ 12655-A SOUTHWEST NORTH / / _ _ ` WEATHERPROOFING DAKOTA RX2 ■ ■ TX1/RX1 KIT P (TYP) TIGARD,OR 97223 `` GROUND KIT(TYP) EXISTING 55'-0"MONOPOLE r COAX JUMPER(TYP.)�� NI rill • CONNECTOR ' I N6 AWG 2 NOT USED WEATHERPROOFING KIT • (TYP.SEE NOTE 2) 1�� ��+ SCALE: NOT TO SCALE �: �' GROUND COPPER/GALVANIZED BONED COAX GROCTLY NDED ` DIRECTLY TOWER /\/S ANTENNA CABLE 1,I I TO BTS EQUIPMENT III ISSUED FOR: IS DATE DAWN DESCRIPTION MEM NOTES: ® 06/07/19 ® PRELLMINARY EENI Eil 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN ® 08/22/19 AW CLIENT COMMENTS TO ANTENNA GROUND BAR. .—_—Milli 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. --IME—I_ 11111 NM III, ED NOT USED SCALE: NOT TO SCALE 4 GROUND CABLE CONNECTION SCALE: NOT TO SCALE O5 NOT USED 0 PROF�ScS2 SCALE: NOT TO SCALE r`y��95418PEA y`➢� .rm Qla>< OREGON s 02 TINNED SOLID IN 314"LIQUID TIGHT ------ PIPE j JUL Z� CONDUIT FROM 24"BELOW GRADE TO WITHIN 4f'4LEXA: 3"TOE"OF CAD-WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUITliltINI_ SIGNED,22 AUG 2019 MUST BE SEALED WITH SILICONE CAULK. C ` EXPIRES,31 DEC 2021 liP ill CAMEO" ;Its IIhII 1 II-...L 11110 I n IINN•-i IT IS A VIOLATION OF LAW FOR.ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION TIE INTO EXISTING GROUND RING — II. N OF A LICENSED PROFESSIONAL ENGINEER, HMI =1l TO ALTER THIS DOCUMENT. II=INlll=llilll SHEET NUMBER: EVISIO . NOT USED LUG DETAIL �_3aSCALE: NOTTOSCALE OSCALE: NOTTOSCALE ®:: : DETAlL ALE ��JJ f I SPECIAL INSPECTION REQUIRED State of Oregon Structural Specialty Code ❑ Concrete and Reinforcing Steel 0 Bolts Installed in Concrete 0 Special Moment-.Desisting Concrete Frame ❑ Reinforcing Steel&Prestressing Steel Tendons Q Structural Welding t-igh-Strenghi i3olting Structure/Masonry ❑ Reinforcer-.;Gypsum Concrete Insulating Concrete Fill ❑ Spray Applied F"'e-Resistive Materials Pilings, Ddileo Piers and Caissons Shotcrete Special Grading,Excavation and Fling ❑ Smoke-Control Systems l ❑ Other Inspection I,