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Home My WebLink AboutPlan, Tentative APPLICANT 4/20/2023AT&T SITE NUMBER: AT&T SITE NAME: AT&T FA CODE: AT&T PACE NUMBER: SITE TYPE: SITE INFORMATION CROWN CASTLE USA INC. SPRINGFIELD SITE NAME: EG02 HWY 126 & MOHAWK 10127841 MR W O R0 64814 / MR W O R0 64817 / MRWOR064815 /MRWOR064787 MONOPOLE AT&T BUSINESS UNIT #: SITE ADDRESS: COUNTY: JURISDICTION TWR/FAA APPD. HT.: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 LANE CITY OF SPRINGFIELD 150'-0"/159'-0" PROJECT: AT&T 5G NR 1SR CBAND/5G NR ACTIVATION SITE ADDRESS: 2656 OLYMPIC AVE. SHEET DESCRIPTION SPRINGFIELD, OR 97478 COUNTY: LANE MAP/PARCEL #: 1703254100102 AREA OF CONSTRUCTION: EXISTING LATITUDE: 44°03'35.4"N (44.059828) LONGITUDE: 122°59'15.7"W (-122.987692) LAT/LONG TYPE: NAD83 GROUND ELEVATION: 628'-11" CURRENT ZONING: I-2 JURISDICTION: CITY OF SPRINGFIELD OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: IIB A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR EQUIPMENT SPECIFICATIONS HUMAN HABITATION PROPERTY OWNER: WARREN HOWARD PARTNERSHIP GROUNDING DETAILS 14855 SE 82ND DR. GROUNDING DETAILS CLACKAMAS, OR 97015 TOWEROWNER: CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 APPLICANT: AT&T MOBILITY 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 CROWN CASTLE USA INC. APPLICATION ID: 602675 ELECTRIC PROVIDER: SPRINGFIELD UTILITY BOARD 541-746-8451 TELCO PROVIDER: COMCAST 800-934-6489 PROJECT TEAM A&E FIRM: TELCYTE INFRASTRUCTURE SERVICES SHEET DESCRIPTION 3450 N. HIGLEY RD - BLDG 2, SUITE 102 TITLE SHEET MESA, AZ 85215 GENERALNOTES CWOLFE@TELCYTE.COM CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 USA INC. DISTRICT SEATTLE, WA 98109 CONTACTS: DANIEL REED - PROJECT MANAGER EXISTING AND FINAL ANTENNA PLANS (425) 328-5548 FINAL ANTENNA AND COAXIAL CABLE SCHEDULE PENDING - CONSTRUCTION MANAGER PLUMBING DIAGRAM PENDING DRAWING INDEX SHEET # SHEET DESCRIPTION T-1 TITLE SHEET T-2 GENERALNOTES C-1 OVERALL SITE PLAN C-2 EXISTING AND FINAL EQUIPMENT PLANS C-3 EXISTING AND FINAL ELEVATIONS C-4 EXISTING AND FINAL ANTENNA PLANS C-5 FINAL ANTENNA AND COAXIAL CABLE SCHEDULE C-6 PLUMBING DIAGRAM C-7 ELECTRICAL WIRING DIAGRAM C-8 EQUIPMENT SPECIFICATIONS C-9 EQUIPMENT SPECIFICATIONS C-10 EQUIPMENT SPECIFICATIONS C-11 EQUIPMENT SPECIFICATIONS G-1 GROUNDING SCHEMATIC G-2 GROUNDING DETAILS G-3 GROUNDING DETAILS REVISION: 0 ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 22x34. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SANTE. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTENNA MODIFICATION ON AN EXISTING WIRELESS SITE. TOWER SCOPE OF WORK • REMOVE (6) ANTENNAS • REMOVE (9) RRHs • REMOVE EXISTING PLATFORM • INSTALL (3) ANTENNAS • INSTALL (6) STACKED C -BAND ANTENNAS • INSTALL (3) NOKIA - FPKA BRACKETS • INSTALL (6) RRHS • INSTALL (1) SITEPRO1 - F4P-12-H10 PLATFORM • INSTALL (1) SITEPRO1 - F4P-HRK12 RAIL KIT • INSTALL (3) SITEPRO1 - SAMAS-6 MAST • INSTALL (6) SITEPRO1 - DCPXXK PIPE TO PIPE MOUNTS GROUND SCOPE OF WORK • REMOVE (1) ABIL & (1) ASIK • INSTALL (1) ASIL & (3) ABIO NOTE: • 170' CRANE NEEDED LOCATION MAP Albertsonsip 9Rlte Ai WlllamettPQ Qt rsc National Forest P. ` 1`7I-5 GIas5 occJIOregon JT AutoRepalra QCommunllyCredtil ien Kingsford Manufacturing 9 AMso{ar 4R i ��_ — Jacksop Gro0li JIu9 ,rc-- — �=F .,P_eterbilk WTkametie-� mY `---"-- 4Jesse's Computer Repair+ n Veriza t r e a '_iRet ¢ Sonia Drive -In 9 save aP olvmr�cs< y s _ oa Gala NS Jerry's Home Improvement Center Walmart Supercenter Coburg PizzaQ I g Company Centennial vCavinee: All o ei1i1"mi anb .All state Insurance bw Electric lowenzie-4Nilfametle Nightfall Auto v A Medical M class & Tlnt T P qv Cau4lttlnThe � it 3 As1 Entertalnrnert Blue UPS Hub S Marshalls Graveyard C&rZ� .p w fo S ra�VFln�G4re P� lipusl�`�' La ne Forest Produrl-. Industrialsource� APPLICABLE CODES/REFERENCE DOCUMENTS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: CODE TYPE CODE DATE BUILDING 2022 OSSC/2021 IBC REFERENCE DOCUMENTS: MECHANICAL 2022 OMSC/2021 IMC STRUCTURAL ANALYSIS: BY CROWN CASTLE ELECTRICAL 2021 OESC/2020 NEC DATED 07/20/2022 03/13/23 AK MOUNT ANALYSIS: BY KIMLEY-HORN AND ASSOCIATES JD DATED 07/06/2022 DESIGN PACKAGE BASED ON THE RFDS REVISION: 1.0 DATE: 05/03/2022 DESIGN PACKAGE BASED ON THE APPLICATION ID: 602675 REVISION: 0 NOTE: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWN NOC AT (800) 788-7011 & CROWN CONSTRUCTION MANAGER CALL OREGON ONE CALL (800) 332-2344 CALL 3 WORKING DAYS BEFORE YOU DIG! a AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 CROWN CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLE' ISSUED FOR: REV DATE DRAWN DESCRIPTION Q.A. A 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD -Al 4LEX'0;tSIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: T-1 0 GENERAL NOTES: 1. EVERY EFFORT HAS BEEN MADE IN THE CONSTRUCTION DOCUMENTS TO PROVIDE A COMPLETE SCOPE OF WORK. 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. 2. ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN THE CARRIER OR ITS DESIGNATED REPRESENTATIVE. 3. BIDDING REQUIREMENTS a. PRIOR TO THE SUBMISSION OF BIDS, VISIT THE JOB SITE TO BECOME FAMILIAR WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. VISIT THE SITE WITH THE CONSTRUCTION DOCUMENTS TO VERIFY FIELD DIMENSIONS AND CONDITIONS TO CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. b. PROVIDE NOTIFICATION TO OWNER IN WRITING OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF PRICE PROPOSAL. IN THE EVENT OF DISCREPANCIES, PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. c. WHEN TOWER IS OWNED BY A THIRD PARTY, CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. d. WHERE ANCHORING TO A CONCRETE ROOF SLAB, CONFIRM (PRIOR TO SUBMITTING BID) THE PRESENCE OF POST TENSION TENDONS. INCLUDE PROVISIONS FOR X-RAY PROCEDURES TO LOCATE THE TENDONS PRIOR TO CONSTRUCTION. 4. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONSTRUCTION DOCUMENTS ARE INTENDED FOR DIAGRAMMATIC PURPOSES ONLY, UNO. 5. FIELD VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. BRING ANY DISCREPANCIES IMMEDIATELY TO THE ATTENTION OF THE OWNER AND RESOLVE BEFORE PROCEEDING WITH THE WORK. 6. FURNISH ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE CONSTRUCTION DOCUMENTS. 7. SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONSTRUCTION DOCUMENTS. PROVIDE ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 8. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES APPLICABLE TO THE WORK. 9. CONSTRUCTION COORDINATION REQUIREMENTS a. NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO START OF WORK. b. OBTAIN ALL PERMITS. SCHEDULE AND COORDINATE ALL INSPECTIONS. c. PROVIDE, AT THE PROJECT SITE, A FULL, CURRENT SET OF CONSTRUCTION DOCUMENTS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. d. RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DOCUMENTS. e. PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. f. PROVIDE FALL PROTECTION IN ACCORDANCE WITH FEDERAL, STATE, LOCAL, AND OWNER REQUIREMENTS. g. IF FAA LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED, MAINTAIN THE NECESSARY LIGHTS DURING CONSTRUCTION AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A DISRUPTION. h. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2 -Al OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. i. STRUCTURAL COMPONENTS OF ADJACENT FACILITIES SHALL NOT BE ALTERED BY THIS CONSTRUCTION PROJECT, UNO. ENSURE THAT EXCAVATION DOES NOT AFFECT ADJACENT STRUCTURES. j. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL -APPROVED MATERIALS, IF APPLICABLE. k. BURIED UTILITIES MAY EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. 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. 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 OF ANY NATURE. o. 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 CODES OR ORDINANCES DIRECT OTHERWISE. 11. PROPOSED CELLULAR EQUIPMENT AND FIXTURES WILL BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR, UNLESS NOTED OTHERWISE. 12. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY OWNER. 13. DOCUMENT ALL CHANGES 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 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. ABBREVIATIONS A/C AIR CONDITIONING AFF ABOVE FINISHED FLOOR AGL ABOVE GROUND LEVEL, MISC ABOVE GRADE LEVEL AWS ADVANCED WIRELESS SERVICE BBU BATTERY BACKUP UNIT BLDG BUILDING BLK BLOCKING CLG CEILING CLR CLEAR CONIC CONCRETE CONT CONTINUOUS D DEPTH DBL DOUBLE DEG DEGREE Od DIA DIAMETER DIAG DIAGONAL DN DOWN DET DETAIL DWG DRAWING E EXISTING EA EACH ELEV, ELELEVATION STL ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR FIF FIBER INTERFACE FRAME, UNIVERSAL MOBILE FACILITY INTERFACE FRAME FIN FINISH FLUOR FLUORESCENT FLR FLOOR FT FOOT, FEET GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GROUND GSM GLOBAL SYSTEM MOBILE GYP GYPSUM BOARD HORZ HORIZONTAL HR HOUR HT HEIGHT ID INSIDE DIAMETER IN INCH, INCHES INSUL INSULATION INT INTERIOR L LENGTH LBS POUNDS LTE LONG TERM EVOLUTION MAX MAXIMUM MECH MECHANICAL MTL METAL MFR MANUFACTURER MGR MANAGER MIN MINIMUM MISC MISCELLANEOUS NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PCS PERSONAL COMMUNICATION SERVICE PDU POWER DISTRIBUTION UNIT PROJ PROJECT PROP PROPERTY PT PRESSURE TREATED PVC POLYVINYL CHLORIDE REQ REQUIRED RF RADIOFREQUENCY RM ROOM RO ROUGH OPENING RRH REMOTE RADIO HEAD BHT SHEET SIM SIMILAR SPEC SPECIFICATION SF SQUAREFOOT SS STAINLESS STEEL STL STEEL SUSP SUSPENDED TMA TOWER MOUNTED AMPLIFIER TND TINNED TYP TYPICAL UMTS UNIVERSAL MOBILE TELECOMMUNICATION SERVICE LINO UNLESS NOTED OTHERWISE VERT VERTICAL W/ WITH W/O WITHOUT WCS WIRELESS COMMUNICATION SERVICE WP WATER PROOF PROJECT NOTES 1. THE FOLLOWING INFORMATION HAS BEEN PROVIDED BY CROWN CASTLE FOR THIS PROJECT AND HAS NOT BEEN FIELD VERIFIED AS PART OF THIS PROJECT. a. SITE LAYOUT INFORMATION AND ORIENTATION b. EXISTING TOWER, MOUNT AND EQUIPMENT ELEVATIONS c. DESIGN PACKAGE BASED ON THE APPLICATION #: PENDING v0 2. A STRUCTURAL ANALYSIS TO DETERMINE THE TOWER CAPACITY TO SUPPORT THIS PROPOSED EQUIPMENT WAS PERFORMED FOR CROWN CASTLE OUTSIDE THE SCOPE OF THIS PROJECT. a. STRUCTURAL ANALYSIS BY: Crown Castle b. DATED: 07/20/2022 c. RESULTS: PASS 3. AMOUNT ANALYSIS TO DETERMINE THE MOUNT CAPACITY TO SUPPORT THIS PROPOSED EQUIPMENT WAS PERFORMED FOR CROWN CASTLE OUTSIDE THE SCOPE OF THIS PROJECT. a. MOUNT ANALYSIS BY: KIMLEY-HORN AND ASSOCIATES b. DATED: 07/06/2022 c. RESULTS: MOUNT REPLACEMENT 4. CONFIRM THAT THE REQUIREMENTS OF THE STRUCTURAL ANALYSIS AND ANY ASSOCIATED MODIFICATIONS HAVE BEEN FOLLOWED AND COMPLETED AS REQUIRED TO SUPPORT THE EQUIPMENT ASSOCIATED WITH THIS PROJECT. AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 _ C p" 0 W N � A Cr C ST LE7 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLES ISSUED FOR: LEVIDATE DRAWN DESCRIPTION Q.A. A 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD :bSC[8J7 T�%Q- �ALEXA� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: T-2 0 CP m (E) GEN. PLUG (E) ACCESS DOOR (E) GEN. PLUG (E) ACCESS DOOR (E) AT&T UTILITY FRAME (E) AT&T AC PANEL E (E) AT&T FIF RACK (E) AT&T POWER PLANT W/(12) RECTIFIERS, (4) CONVERTERS & (3) STRINGS OF 185AH BATTERIES (E) AT&T BATTERY RACK W/(4) STRINGS OF 185AH BATTERIES (E) AT&T DC RACK W/(1) GEN2 DC12 (E) AT&T LTE/DC RACK W/(1) GENT DC12 REMOVE (1) ABIL & (1) ASIK v (E) AT&T (E) AT&T HVAC HVAC UNIT UNIT (E) TELCO BOX EXISTING EQUIPMENT PLAN SCALE: 117�I W' (E"LL SIZE) 2 1 0 2 1/4' Ti '(11X1]) (E) AT&T UTILITY FRAME (E) AT&T AC PANEL E (E) AT&T FIF RACK (E) AT&T POWER PLANT W/(12) RECTIFIERS, (4) CONVERTERS & (3) STRINGS OF 185AH BATTERIES (E) AT&T BATTERY RACK W/(4) STRINGS OF 185AH BATTERIES FINAL EQUIPMENT PLAN (E) AT&T DC RACK W/(1) GEN2 DC12 (E) AT&T LTE/DC RACK W/(1)GENi DC12 INSTALL (3) ABIO & (1) ASIL TO EXISTING AMIA (E) AT&T (E) AT&T HVAC HVAC UNIT UNIT (E) TELCO BOX SCALE: 117�IW'(MU- SIZE) (E) STORAGE SHELF (E) STORAGE SHELF el (E) STORAGE SHELF (E) STORAGE SHELF 401 (E) AT&T UMTS CABINET (E) GPS ANTENNA (TYP.) (E) AT&T UMTS CABINET (E) GPS ANTENNA (TYP.) mo _ww AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 _ cp"0^N CAST LE7 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLES ISSUED FOR: REVI DATE DRAWN DESCRIPTION A 02/14/23 MM PRELIMINARY JJD 0 03/13/23 AK SUBMITTAL FOR PERMIT 'AU'1J7 �ALEXA� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: C-2 0 HEIGHT OF TOWER W/APPURTENANCE ELEV. = 158'-8" RAD CENTER OF ANTENNAS BY OTHERS ELEV. = 152'-0" HEIGHT OF TOWER ELEV. = 150'-0" RAD CENTER OF AT&T ANTENNAS 1 ELEV. = 130'-0" { RAD CENTER OF ANTENNAS BY OTHERS ELEV. = 115'-0" (E) AT&T EQUIPMENT TO REMAIN: (3)ANTENNAS (6) RRHs (3) DC6 SURGE SUPPRESSORS MOUNTED TO EXISTING MOUNTS (E) AT&T EQUIPMENT TO BE REMOVED: (3) KMW - EPBQ-654L8H8-L2 ANTENNAS (3) COMMSCOPE - SBNHH-1 D65C ANTENNAS (3) ALCATEULUC ENT- RRH4X25-WCS-4R RRHs (3) ALCATEULUC ENT- B66A RRH4X45-4R RRHS (3) ALCAEULUC ENT- B25 RRH4X30-4R RRHS MOUNTED TO EXISTING MOUNTS (E) ANTENNAS BY OTHERS (TYP.) II II (E) 150'-0" MONOPOLE II II (E)AT&T FEEDLINES TO REMAIN: (6) DC TRUNKS I (2)FIBER TRUNKS (E)AT&T FEEDLINES TO BE REMOVED: (10) COAX CABLES (1-518") EXISTING SOUTH ELEVATION MOUNT ANALYSIS BY KIMLEY-HORN AND ASSOCIATES DATED 0710612022. STRUCTURAL ANALYSIS BY CROWN CASTLE DATED 07/20/2022. GC TO ENSURE ANY MODIFICATIONS ARE MADE PRIOR TO CONSTRUCTION HEIGHT OF TOWER W/APPURTENANCE ELEV. = 158'-8" RAD CENTER OF ANTENNAS BY OTHERS ELEV. = 152'-0" HEIGHT OF TOWER ELEV. = 150'-0" RAD CENTER OF AT&T ANTENNAS ELEV. = 132'-9" RAD CENTER OF AT&T ANTENNAS ELEV. = 130'-0" RAD CENTER OF AT&T ANTENNAS ELEV. = 129'-3" RAD CENTER OF ANTENNAS BY OTHERS ELEV. = 115'-0" (E)AT&T EQUIPMENT TO REMAIN: (3) ANTENNAS (6) RRHs (3) DC6 SURGE SUPPRESSORS MOUNTED TO NEW SITEPROI - F4P-12-H10 PLATFORM NEWAT&T EQUIPMENT: (3) NOIKIA- AEQK (TOP) ANTENNAS (3) NOKIA - AEQU (BOTTOM) ANTENNAS (3) CELLMAX- UBTULBULBHH-6517-17-21-21 ANTENNAS o (3) NOKIA AIRSCALE RRH 4T4R B301OOW AHNA RRHS - (3) NOKIA AIRSCALE RRH 4T4R B25IB66480WAHFII RRHS (1) SITEPROI - F4P-HRK12 RAIL KIT (3) NOKIA- FPKA BRACKETS (6) SITEPROI - DCPXXK PIPE TO PIPE I (3) SITEPROI - SAMAST-6 STANDOFF MAST MOUNTED TO NEW SITEPROI - F4P-12-H10 PLATFORM (E) ANTENNAS BY OTHERS (TYP.) (E) 150'-0" MONOPOLE (E)AT&T FEEDLINES TO REMAIN: (6) DC TRUNKS (2) FIBER TRUNKS AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 C R01,,4^v, IN CASTU. 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 TCI INFRAPTRUCTCRE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLE ISSUED FOR: REV DATE DRAWN DESCRIPTION Q=- A 02/14/23 MM PRELIMINARYTI: 0 03/13/23 AK SUBMITTAL FOR PERMIT TD I G INff�si5 95148PE I Ute. o� OREGON J.-JUL 7 SAL EX A� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERS-N, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. FINAL SOUTH ELEVATION SHEET NUMBER: REVISION: C-3 0 NOTE: EQUIPMENT LAYOUT SHOWN IS BASED ON THE PREVIOUS CONSTRUCTION DRAWINGS DONE BY VELOCITEL DATED 03/11/2019. IF EQUIPMENT LAYOUT DIFFERS rf6«1MAT IS SHOWN, _ CONTRACTOR TO CONTACT THE CONSTRUCTION MANAGER. (E) AT&T ANTENNA TO REMAIN KATHREIN - 80010966 (3 TOTAL, 1 PER SECTOR) (E) AT&T RRH TO REMAIN NOKIA - AIRSCALE DUAL RRH 4T4R 812114 320.N AHLBA NOKIA- AIRSCALE RRH 4T4R B5160WAHCA (6 TOTAL, 2 PER SECTOR) (E) AT&T DC6 SURGE SUPPRESSOR TO REMAIN RAYCAP DC6-48-60-18-8F (3 TOTAL) (E) PLATFORM MOUNT TO BE REMOVED (E) AT&T RRH TO BE REMOVED ALCATEULUCENT-B25 RRH4X30-4R ALCATEULUCENT-B66A RRH4X45-4R ALCATEULUC ENT - RRH4X25-WCS-4R (9 TOTAL, 3 PER SECTOR) (E) AT&T ANTENNA TO BE REMOVED KMW- EPBO-654L8H8-L2 COMMSCO PE - SBNHH-1 D65C (6 TOTAL, 2 PER SECTOR) (E) AT&T ANTENNA TO REMAIN KATHREIN - 80010966 (3 TOTAL, 1 PER SECTOR) NEW AT&T BRACKETS NOKIA - FPKA (3 TOTAL, 1 PER SECTOR) NEW AT&T C -BAND ANTENNAS NOKIA- AEQK (TOP) NOKIA- AEQU(BOTTOM) (6 TOTAL, 2 PER SECTOR) (STACKED) NEW AT&T PLTFORM SITEPROI - F4P-12-H10 (1 TOTAL) NEW AT&T RAIL SUPPORT KIT SITEPROI - F4P-HRK12 (1 TOTAL) NEW AT&T ANTENNA CELLMAX - UBTULBU LBHH-6517-17-21-21 (3 TOTAL, 1 PER SECTOR) (E) AT&T DC6 SURGE SUPPRESSOR TO REMAIN RAYCAP DC6-48-60-18-8F (3 TOTAL) 4 EXISTING ANTENNA PLAN .p/ (E) 150'-0" MONOPOLE r FINAL ANTENNA PLAN NEW AT&T RRH NOKIA AIRSCALE RRH 4T4R B30100W AHNA (3 TOTAL, 1 PER SECTOR) NEW AT&T PIPE TO PIPE MOUNT SITEPROI - DCPXXK (6 TOTAL, 2 PER SECTOR) NEW AT&T RRH NOKIA AIRSCALE RRH 4T4R 625IB66 480W AHFI I (3 TOTAL, 1 PER SECTOR) (E) 150'-0" MONOPOLE (E) AT&T RRH TO REMAIN NOKIA-AIRSCALE DUAL RRH 4T4R B12114320WAHLBA NOKIA-AIRSCALE RRH 4T4R B5160WAHCA (6 TOTAL, 2 PER SECTOR) Ei MOUNT ANALYSIS BY KIM LEY -HORN AND ASSOCIATES DATED 0710612022. STRUCTURAL ANALYSIS BY CROWN CASTLE DATED 0760/2022. GC TO ENSURE ANY MODIFICATIONS ARE MADE PRIOR TO CONSTRUCTION AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 _ cp"0^N f CAST LE7 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLE ISSUED FOR: REVI DATE DRAWN DESCRIPTION Q.A. A 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD 'AU'1J7 �ALEXA� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: C-4 0 t CIRCUIT SCHEDULE RECTIFIER -48VDC 50A CIRCUIT 0 (8 -AWG) Q.A. 50A CIRCUIT 2O-48VDC (8 -AWG) 0 3 PAIR #8 -AWG DC 0 TRUNK CABLE O #8 -AWG DC JUMPER O18 PAIR FIBER OPTIC TRUNK CABLE O FIBER OPTIC JUMPER CABLE TELCO RACK INDOOR UNIT w -1 NOTES: 1. REFER TO FINAL RFDS FOR RF DESIGN AND PLUMBING. 2. REFER TO FINAL RFDS FOR FINAL RADIO HEAD COUNT. 3. REFER TO EQUIPMENT LAYOUT FOR RACK LOCATION. 4. WIRE LENGTH NOT TO EXCEED 15' FROM SURGE SUPPRESSOR TO RRH. 5. RRH & SQUID DESIGN TYPICAL PER SECTOR. 6. ROUTE TO THE NEAREST GROUND BAR TYP. 7. DAISY CHAIN RRHs ONLY WHEN REQUIRED BY SPECTRUM CONSTRAINTS. 8. ALL NOKIA NR CAPABLE RADIOS SHALL BE EQUIPPED WITH THE 2ND CPRI FIBER I I I I L - --_--- --__--__--_--_-__--__--__--------------------------------------------------------- --- ------------------------------- RF RACK DC POWER — RECTIFIER RECTIFIER RECTIFIER RECTIFIER DC PANEL iii FIBER TRAYS I l � I I I I l (ALPHA) (BETA) DC12RM DC12RM I I (GAMMA) I I I I ALPHA 1/2" JUMPER TO ANTENNA TYP. RAYCAP SURGE SUPPRESSOR DC6-48-60-18-8F 1/2" JUMPER TO ANTENNA TYP. RAYCAP SURGE SUPPRESSOR DC6-48-60-18-8F I I 3 I --- II I II I I - --JL - - - - - - - - - GAMMA 1/2" JUMPER TO ANTENNA TYP. RAYCAP SURGE SUPPRESSOR DC6-48-60-18-8F II I II I II I II I II I II I II I 5 II I I I I l i it -- li C7tiL 5i-5-_ LSL Si r r I I I I I I 6 6 I A 4 I 4 6 3 I 6 I I I 4 14 I I 4� 6 I i AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 OWN � c CAST LE7 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 1 CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLEI ISSUED FOR: FEV DATE DRAWN DESCRIPTION Q.A. A 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD :bsefa:1a T�%Q- A LEX A� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: C-7 0 MANUFACTURER:NOKIA PART#: AEQK LENGTH: 29.5" WIDTH 17.7" DEPTH: 9.5" WEIGHT: 99.2 Ibs. MANUFACTURER:NOKIA PART#: AEQU LENGTH: 29.5" WIDTH 17.7" DEPTH: 9.5" WEIGHT: 99.2 Ibs. RF CONNECTORS, TYP AEQ ANTENNA DETAILS SCALE: NOT TO SCALE RF CONNECTORS,'.. 0 °n a 1 17.7" 1 jffmme--af do O®ELM 27.2" CELLMAX - U BTU LBULBHH-6517-17-21-21 ANTENNA SCALE: NOT TO SCALE PROPOSED ANTENNA CLAMP (TYP. OF 2) PROPOSED AEQK ANTENNA PROPOSED 1/2" 0 A325 BOLT (TYP. OF 4) ANTENNA MOUNT PIPE PROPOSED AEQU ANTENNA AEQ ANTENNA MOUNTING SCALE: NOT TO SCALE MANUFACTURER: NOKIA MANUFACTURER: CELLMAX PART #: UBTULBULBHH-6517-17-21-21 LENGTH: 96.5" WIDTH: 27.2" DEPTH: 7.7" WEIGHT: 112 lbs. 03/13/23 AK RF CONNECTORS,'.. 0 °n a 1 17.7" 1 jffmme--af do O®ELM 27.2" CELLMAX - U BTU LBULBHH-6517-17-21-21 ANTENNA SCALE: NOT TO SCALE PROPOSED ANTENNA CLAMP (TYP. OF 2) PROPOSED AEQK ANTENNA PROPOSED 1/2" 0 A325 BOLT (TYP. OF 4) ANTENNA MOUNT PIPE PROPOSED AEQU ANTENNA AEQ ANTENNA MOUNTING SCALE: NOT TO SCALE MANUFACTURER: NOKIA MODEL: AIRSCALE RRH 4T4R B30 100W HEIGHT: 16.83" (427mm) WIDTH: 12.76" (326mm) DEPTH: 7.22" (173mm) WEIGHT: 39.02 LBS (17.7KG) N 19 N AIRSCALE RRH 4T4R B30 100W AHNA SCALE: NOT TO SCALE 0 MANUFACTURER:NOKIA MODEL: AIRSCALE RRH 4T4R 325/1366 48OW HEIGHT: 18.9" (480mm) WIDTH: 13.5" (342mm) DEPTH: 4.6" (116mm) WEIGHT: 70.5 LBS (32.OKG) ----i 4.6" nFT ❑ol AIRSCALE RRH 4T4R B25/1366 480W AHFII SCALE: NOT TO SCALE STANDARD ANTENNA MOUNTING SCALE: NOT TO SCALE I PROPOSED MOUNTING BRACKET PROPOSED ANTENNA PROPOSED ANTENNA PIPE MOUNT (TYP) PROPOSED MOUNTING BRACKET AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 _ cp"0^N � A Cr C ST LE7 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLES ISSUED FOR: FEV DATE DRAWN DESCRIPTION A 02/14/23 MM PRELIMINARY JJD 0 03/13/23 AK SUBMITTAL FOR PERMIT :bSC[8J7 �ALEXA� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: C-8 0 MANUFACTURER: NOKIA MODEL: ASIL CONTROLLER CARD (474767A) DIMENSIONS: 1.9" x 8.62" x 14.84" WEIGHT: 6.8 LBS EAC (HDMI) SIN (HDMI) GROUND (DUAL -HOLE NSOUT (HDMI) 2x M5) RESET —\ WN m 00000 000 - / o _O_ l "" ,wj o DC IN 4 J EIF1 (SFP) SEI1 (OSFP) (CLAMPS) EIF2 (SFP) SEI2 (OSFP) EIF3 (SFP) SERVICE + + 15/16" /8" 8 3/8" ASIL DETAIL SCALE: NOT TO SCALE LMP/EI F4 •9999991 0 E PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 8 DCP CLAMP HALF 1/2" THICK 8-3/8" 1 12" 2.40 19.20 2 B C 5/8" THREADED ROD D E F 3 16 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 2.08 4 16 G58LW 5/8" HDG LOCKWASHER 0.03 0.42 5 16 G58FW 5/8" HDG USS FLATWASHER 0.07 1.13 VARIABLE PARTS TABLE ASSEMBLY "A"I QTY "B" I PART "C" I LENGTH "D" I UNIT WT. "E" NET WT. "F" TOTAL WEIGHT DCP12K 4 G58R-12 1 12" 1 1.05 4.18 27.01 DCP18K 4 G58R-18 1 18" 1 1.57 6.27 29.10 "D TO 5" PIPE O. D. SITEPR01 - DCPXXK PIPE TO PIPE SCALE: NOT TO SCALE MANUFACTURER: NOKIA /AIRSCALE MODEL: 475266A DIMENSIONS: .98" x 8.62" x 14.33" (H x W x D) WEIGHT: 5.84 LBS LABEL FUNCTION CONNECTOR TYPE ADDITIONAL INFORMATION DESCRIPTION Q.A. A eCPRI 10/25GE (10/25G RF1 TO RF9 FRONTHAUL JD BASE-SR/LR/ER) - WITHOUT 03/13/23 INTERFACES TO SFP28 MACes EIGHT PORT ARE: RADIO UNITS CPRI-CAPABLE (LINE RATES: 2.45/4.91/9.83 Gbps w/ IQ COMPRESSION) OBSAI-READY FRONT VIEW ABIO DETAIL SCALE: NOT TO SCALE MANUFACTURER: NOKIA MODEL: FPKA MOUNT WEIGHT: 3.3 LBS DIMENSIONS: 10.8"x9.0"x1.9" m N INNQ.S IG CA NOKIA - FPKA BRACKET SYHd14=►[NlaC0b`IHd1111q BOLT RESTRAINER FPKA MOUNTING BRACKET BOLT M10x120 105mm THREAD AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 _ C p o W N � AS Cr C T LEE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLES ISSUED FOR: LEVIDATE DRAWN DESCRIPTION Q.A. A 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD :bSC[8J7 �ALEXA� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: C-9 0 PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 1 X-SAMAST-6 6' STANDOFF ARM MAST WELDMENT 03/13/23 23.19 23.19 2 2 X-115765 5" V -CLAMP 7 1/16 in 1.03 2.05 3 4 G1206 1/2" x 6" HDG HEX BOLT GR5 FULL THREAD 2 in 0.38 1.53 4 4 G1203 1/2" x 3" HDG HEX BOLT GR5 FULL THREAD 3 in 0.22 0.87 5 4 G12FW 1/2" HDG USS FLATWASHER 3/32 in 0.03 0.14 6 4 G12LW 1/2" HDG LOCKWASHER 1/8 in 0.01 0.06 7 1 4 1 G12NUT 1/2" HDG HEAVY 2H HEX NUT 0.07 0.29 8 TOTAL WT. 28.11 �\ _ DETAIL B \\\ \ \ \ \ I \\\ \ 2 \\\\3\ TRUSS ARM MOUNTING OPTION SITEPR01 - SAMAST-6 SCALE: NOT TO SCALE 6 SQUARE TUBE MOUNTING OPTION ---\ SITEPR01 - F4P-12-H10 PLATFORM SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 4 X-LPP-SA14 SIDEARM WELDMENT FOR 14' LOW PROFILE PLATFORM 03/13/23 151.68 606.71 2 4 X-LPP-CW LOW PROFILE PLATFORM CORNER WELDMENT 198.75 795.01 3 4 X-RM4HD WELDMENT FOR 4 -SIDED HEAVY DUTY RING MOUNT 71.27 285.08 4 4 X-WWSP4 WALKWAY SUPPORT PLATE FOR 4 -SIDED PLATFORM 12 in 13.00 52.01 5 16 X-LPP-PC FACE PIPE CONNECTION BRACKET FORTRESS PLATFORM 7.01 112.15 6 16 X-WWSB WALKWAY SUPPORT BRACKET 6.73 107.67 7 16 X-SCX3-FR FORTRESS CROSSOVER PLATE 6.61 105.82 8 16 X-LPP-A7 CORNER WELDMENT ATTACHMENT ANGLE 2 1/2 in 1.27 20.33 9 4 GRS12-12 12" WIDE GRIP STRUT 120 in 31.00 124.00 10 4 P30150 2-7/8" X 150" (2-1/2" SCH. 40) GALVANIZED PIPE 150 in 76.94 307.75 11 16 P30120 2-7/8" x 120" (2-1/2" SCH. 40) GALVANIZED PIPE 120 in 58.07 929.06 12 28 G58R-48 5/8" x 48" THREADED ROD (HDG.) 48 in 0.40 11.17 12 28 G58R-24 5/8" x 24" THREADED ROD (HDG.) 24 in 0.40 11.17 13 8 G58R-8 5/8" x 8" THREADED ROD (HDG.) 0.70 5.58 14 16 X-UB5304 5/8" X 3" X 4-114" X 2-1/2" U -BOLT (HDG.) 0.98 15.60 15 64 X-UB5300 5/8" X 3" X 5-1/4" X 2-1/2" U -BOLT (HDG.) 1.15 73.56 17 48 G58214 5/8" x 2-1/4" HDG HEX BOLT GR5 0.29 13.99 18 24 A58FW 5/8" HDG A325 FLATWASHER 0.03 0.82 19 224 G58FW 5/8" HDG USS FLATWASHER 1/8 in 0.07 15.78 20 296 G58LW 5/8" HDG LOCKWASHER 0.03 7.72 21 296 G58NUT 5/8" HDG HEAVY 2H HEX NUT 0.13 38.45 22 32 X-UB3312 3/8" X 3-1/2" X 4-3/4" X 2" U -BOLT (HDG.) 0.73 23.41 23 64 G3802 3/8" x 2" HDG HEX BOLT GR5 0.09 5.62 24 48 SQW38 3/8" SQUARE WASHER 2 in 0.29 13.89 25 128 G38FW 3/8" HDG USS FLATWASHER 0.01 1.50 26 128 G38LW 3/8" HDG LOCKWASHER 0.01 0.85 27 128 G38NUT 3/8" HDG HEAVY 2H HEX NUT 0.03 4.33 28 4 X-162290 QUAD BRACKET 54.48 217.94 29 4 320751-1 5/16 CHAIN SHACKLE 0.76 3.05 30 8 320777-1 5/16" THIMBLE 0.06 0.48 31 4 X -TBW T -BRACKET WELDMENT 13.60 54.40 32 16 G58234 5/8" UNC HEX BOLT (A325) 2 3/4 in 0.36 5.69 33 4 320601-I 1 5/8" TURNBUCKLE 1 2.63 10.53 34 4 320103 3/8" EHS GUY STRAND 3.50 14.02 35 16 320152-1 5/16" CABLE CLAMP 1.32 21.04 36 1 HALO HALO 40.35 40.35 TOTAL WT. # 4209.82 AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 _ C p" 0 W N CAST LE7 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLE ISSUED FOR: FEV DATE DRAWN DESCRIPTION Q.A. d 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD :bSC[8J7 T�%Q- A LEX A� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: C-10 0 2-3/8" TO 2-7/8" ANTENNA MOUNTING PIPES (ORDERED SEPARATELY) � I \ �I n 3 I'I I� ri A � / r II II r� I � IIII II II II jl�' IIII II I� r, II IIII LJ LJ` u Ir1ky,_t�! /r. ' �n�r —vnr �r� p_ �• \]J L, VLJ L J L J ti `----- �y �3FiL LJ --,� LJ LJ rn rn n n iluultl�luul�luul�hluull ! I 14 Off 1111111 {1111{11)•1}II -"�-♦nln elm nnnlllll ({({}[}14}141 TITITI 111111 II 111111 _ III11111111111 -w4if+i lil11�11 ii r1 1 -HCH . 1111•. E �I�IOi�l�l� ISI �PI�II n n n n n n II II II II 42" II II II II II II TYP LJ LJ�4r7 7i -F711 ' • i 'SNC L IAC �N� nc�n .• LJ LJ 11 _ ✓1.. .. _ II moi. \YL3/% SITEPRO1 - F4P-HRK12 RAIL KIT SCALE: NOT TO SCALE PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 4 X-F4PHRW CORNER WELDMENT FOR 4 -SIDED FORTRESS PLATFORM HADNRAIL KITS 19.32 77.27 2 16 X-SCX3-FR FORTRESS CROSSOVER PLATE 6.61 105.82 3 4 P2150 2-3/8" O.D. X 150" SCH 40 GALVANIZED PIPE 150 in 45.77 183.07 4 32 X-UB5300 1.15 36.78 5 72 X-UB5258 5/8" X 2-5/8" X 4-1/2" X 2" U -BOLT HDG. 1.00 72.01 6 144 G58FW 5/8" HDG USS FLATWASHER 1/8 in 0.07 10.15 7 1144 1 G58LW 1 5/8" HDG LOCKWASHER 0.03 3.76 8 1144 1 G58NUT 1 5/8" HDG HEAVY 2H HEX NUT 0.13 18.70 TOTAL WT. # 507.57 p Fl U U n n n n n n I- �Ill��# LJ LJ_wgivv4 �4r7 J 7/1F� ncv�s� i�—ALJ LJ AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 e"IIIAP IIIIIII9 C P, ,O N CAST LE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 v �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, MESA AZ 85215 AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLE ISSUED FOR: LEVIDATE DRAWN DESCRIPTION Q.A. A 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD U 951 \L, OREGON T ✓UL ZD\ 4LEXA�� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: C-11 0 GROUND NEW AT&T ANTENNAS (9 TOTAL, 3 PER SECTOR) GROUND NEW AT&T RRHs (6 TOTAL, 2 PER SECTOR) GROUND EQUIPMENT GROUNDING PLAN SCALE: NOT TO SCALE ANTENNA GROUNDING PLAN SCALE: NOT TO SCALE SIST OUTDOOR GREEN FG SPEC'S FOR ALL NEW mo _ww AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 C R:OW N CASTLE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLES ISSUED FOR: FEV DATE DRAWN DESCRIPTION Q.A. A 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD :bSC[8J7 T�%Q- �ALEXA� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: f REVISION: G-1 L0 TO ANTENNA COAX COPPER/GALVANIZED GROUND BAR TWO HOLE LONG BARREL COMPRESSION LUG (TYP) NOTES: 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. ANTENNA GROUND BAR DETAIL SCALE: NOT TO SCALE #6 MIN. FROM ANTENNA CABLE GROUND KIT GROUND BAR ON SHELTER. ICE BRIDGE, OR ON ANTENNA TOWER TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 BARE CONDUCTOR WIRE TO BUILDING SERVICE GROUND OR GROUND RING GROUNDWIRE INSTALLATION SCALE: NOT TO SCALE ANTENNA CABLE #6 STRANDED COPPER GROUND WIRE (GROUND TO GROUND BAR) SEE NOTES 1 & 2 NOTES GROUNDING SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METALTOWER TO ANTENNA COAX TWO HOLE LONG BARREL COMPRESSION LUG (TYP) COPPER/GALVANIZED GROUND BAR #2 SOLIDTINNED COPPER CONDUCTOR TO TOWER/SHELTER GROUND RING (2 TYP. FOR BOTTOM GROUND BAR ONLY) NOTES: 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. TOWER/SHELTER GROUND BAR DETAIL SCALE: NOT TO SCALE WIRE SIZE BURNDY LUG BOLT SIZE #6 GREEN INSULATED YA6C-2TC38 3/8"- 16 NC SS 2 BOLT 92 SOLID TINNED YA3C-2TC38 3/8"-16 NC SS BOLT #2 STRANDED YA2C-2TC38 3/8"- 16 NC SS BOLT #2/0 STRANDED YA26-2TC38 3/8"- 16 NC SS 2 BOLT #4/0 STRANDED YA28-2N 1/2"- 16 NC SS 2 BOLT BURNDY GROUND LUG W/ LONG BARREL HEAT SHRINK (SEE CHART) (CLEAR) NUT (TMP) LOCK WASHER (TYP) GROUND CONDUCTOR GROUND BAR BOLT (SEE CHART) (TYP) BURNDY TWO HOLE LUG W/LONG BARREL (SEE CHART) BAREWIRETO BETREATED WITH NO -OX AT BOTH ENDS NOTE: STRANDED ALLGROUNDING LUGSARETO BE ® (SEE CHART) INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE BOLTS, 3/8-11x1"TAMPER ® NUTS, LOCK WASHERS SHALL BE RESISTANT BOLT STAINLESS STEEL. ALL HARDWARE ARE (TYP) WASHER, BE AS FOLLOWS: BOLT, FLAT WASHER, GROUND BAR, GROUND LUG, INSULATORS FLAT WASHER AND NUT. SEE NOTE 2. (TMP) 0 WALL BRACKET ) 0 0 �� MECHANICAL LUG CONNECTION (TY°0 `� SCALE: NOT TO SCALE 0 0 ® ° o 0 0 0 0 ° ° UNIVERSAL COPPER O O 0 GROUND BAR (4'k20") ® STAINLESS LESTEEL BOLT LOCK WASHER PM M10 (TYP) STAINLESS STEEL TWO -HOLE FLAT WASHER COMPRESSION LUG 2 -HOLE CRIMP/ (TMP) COMPRESSION CONNECTOR _cR, (TYPICALLY) WEATHERPROOFING KIT 12" TO 24" (SEE NOTE 3) 120 MAX. COAXJUMPER TO ANTENNA CABLE CONNECTOR WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE GROUND KIT CONNECTION SCALE: NOT TO SCALE NOTES: 1 1. DOM LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC. STAINLESS STEEL __\ TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS -STD -10091. NO MODIFICATION OR Q.A. DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD -WELDING ON THE TOWER F AND/OR IN THE AIR ARE NOT PERMITTED. (TMP) 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL STAINLESS STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. BELLVILLE WASHER SUBMITTAL FOR PERMIT (TMP) SINGLE CONNECTOR AT GROUND BARS GROUND BAR DETAIL SCALE: NOT TO SCALE / NOTE: MINIMUM OF 3 TH READS TO BE VISIBLE (TMP) 2 HOLE LONG BARREL TINNED SOLID COPPER LUG (TMP) TIN COATED SOLID COPPER BUS BAR CHERRY INSULATOR INSTALLED IF REQUIRED LUG DETAIL SCALE: NOT TO SCALE SISNUT (TYP) SIB SPLIT WASHER (TYP) SIB FLAT WASHER (TYP) SIB FLAT WASHER (TYP) SIB BOLT (TYP) DRAGON TOOTH WASHER (TMP) 2 -HOLE CRIMP/ COMPRESSION CONNECTOR STAINLESS STEEL BELLVILLE WASHER (TYP) 2 -HOLE CRIMP/ COMPRESSION CONNECTOR GROUND BAR STAINLESS STEEL FLAT WASHER (TYP) STAINLESS STEEL NUT (TYP) STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER STEEL STAINLESS STEEL FLAT WASHER (TYP) - STAINLESS STEEL NUT (TYP) SINGLE CONNECTOR AT STEEL OBJECTS FEV DATE STAINLESS STEEL __\ DESCRIPTION Q.A. SELF -DRILLING METAL SCREW F STAINLESS STEEL FLAT WASHER (TMP) JD (TMP) DRAGONTOOTH METALLICOBJECT WASHER (TYP) SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SCALE: NOT TO SCALE -� AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 CP,,O N CAST LE7 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 v �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, MESA AZ 85215 AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLE ISSUED FOR: FEV DATE DRAWN DESCRIPTION Q.A. A 02/14/23 MM PRELIMINARY JD 0 03/13/23 AK SUBMITTAL FOR PERMIT JD F1 951/� 418P"E" OREGON T�JUL Z0� ALEXA� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: G-2 0 o TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY TYPE VV TYPE VN TYPE NC TYPE SS TYPEGR TYPE VS TYPE VB TYPE PT TYPE GT' NOTE: 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. CADWELD GROUNDING CONNECTIONS SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE COAXJUMPER CONNI WEATHERPROOR (NP. SEE N ANTENNA TO BTS EQUIPMENT TO ANTENNAS WEATHERPROOFING KIT (TYP) 3ROUND KIT (TYP) 7PPER/GALVANIZED COAX ROUND BAR BONDED RECTLY TOWER NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUND CABLE CONNECTION SCALE: NOT TO SCALE LUG DETAIL SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE NOT USED SCALE: NOT TO SCALE 92 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF CAD -WELD TERMINATION POINT. EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED WITH SILICONE CAULK. CADWELD (TYP) TIE INTO EXISTING GROUND RING TRANSITIONING GROUND DETAIL SCALE: NOT TO SCALE PE AT&T 5855 COPLEY DRIVE, SAN DIEGO, CA 92111 CROWN x C CAST LE 1505 WESTLAKE AVENUE NORTH, SUITE 800 SEATTLE, WA 98109 �CI �VTc INFRASTRUCTURE SERVICES 3450 N HIGLEY RD - SUITE 102, AT&T SITE NUMBER: EG02 BU #: 879543 2656 OLYMPIC AVE. SPRINGFIELD, OR 97478 EXISTING 150'-0" MONOPOLE[ ISSUED FOR: LEVIDATE DRAWN DESCRIPTION A 02/14/23 MM PRELIMINARY JJD 0 03/13/23 AK SUBMITTAL FOR PERMIT :bSC[:1J7 T�%Q- �ALEXA� SIGNED, 13 MAR 2023 EXPIRES, 31 DEC 2023 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. f SHEET NUMBER: REVISION: G-3 0