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HomeMy WebLinkAbout725 S. Washburn St. - Landmarks Review6876 Susquehanna Trail South York, PA 17403 Tel: (717) 428-0401 www.ebiconsulting.com ENVIROBUSINESS, INC. LOCATIONS | ATLANTA, GA | BALTIMORE, MD | BURLINGTON, MA | CHICAGO, IL DALLAS, TX | DENVER, CO | HOUSTON, TX | LONG BEACH, CA | NEW YORK, NY | PHOENIX, AZ PORTLAND, OR | RICHMOND, VA | SAN FRANCISCO, CA | SEATTLE, WA | YORK, PA August 1, 2022 City of Oshkosh Landmarks Commission Attn: Commission Members PO Box 1130 Oshkosh, Wisconsin 54903 (920)236-5000 LC@ci.oshkosh.wi.us Subject: Invitation to Comment ML94466A/WT 725 S. Washburn Street, Oshkosh, Winnebago County, Wisconsin 54903 EBI Project #6122005763 To whom it may concern: Pursuant to Section 106 of the National Historic Preservation Act, the regulations promulgated thereunder and interagency agreements developed thereto, EBI Consulting, Inc., on behalf of T-Mobile USA, provides this notice of a proposed telecommunications facility installation at the address listed above. EBI would like to inquire if you would be interested in commenting on this proposed project. Please refer to the attached plans for additional details. Please note that we are requesting your review of the attached information as part of the Section 106 process only and not as part of the local zoning process. We are only seeking comments related to the proposed project’s potential effect to historic properties. Please submit your comments regarding the proposed project’s potential effect on historic properties to EBI Consulting, to my attention at 6876 Susquehanna Trail South, York, PA 17403, or contact me via telephone at the number listed below. Please reference the EBI project number. We would appreciate your comments as soon as possible within the next 30 days. Note that this project will be entered into the Federal Communication Commission’s e106 System, which will send notifications of the project throughout the Section 106 process. Respectfully Submitted, Matthew Holtkamp Architectural Historian III T (785) 760 5938 mholtkamp@ebiconsulting.com Attachments - Drawings and Maps EBI GIS, Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan,Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c)OpenStreetMap contributors, and the GIS User Community Figure 1: Site Location Map PN: 6122005763 Date: 6/2/2022· Legend Site Radius ^_Project Site at 250', 500', 1000' and ½ mile ML94466A/WT ML94466A/WT725 S. WASHBURN STREETOSHKOSH, WI 54903 EBI GIS, Copyright:© 2013 National Geographic Society, i-cubed Figure 2 - Topographic Map PN: 6122005763 Date: 6/2/2022·USGS 24K Quad: Oshkosh, WI 1982 Legend Site Radius ^_Project Siteat 250', 500', 1000' and ½ mile ML94466A/WT ML94466A/WT725 S. WASHBURN STREETOSHKOSH, WI 54903 T-1 TITLE SHEET CITY OF OSHKOSH OSHKOSH SHEET INDEX PENDING APPROVAL OF THE JURISDICTION, THE FOLLOWING PARTIES HAVE REVIEWED THE DESIGN WITHIN THEIR FUNCTIONAL RESPONSIBILITIES AND HAVE APPROVED THIS PROJECT FOR CONSTRUCTION. CONTRACTORS MAY NOT START CONSTRUCTION WITHOUT A NOTICE TO PROCEED (NTP). LANDLORD PRINT NAME CONTACTS APPLICANT: MAP DATA ã 2022 GOOGLE MAP DATA ã 2022 GOOGLE T-MOBILE 1400 OPUS PLACE DOWNERS GROVE, IL 60515 TEL: T.B.D. CONTACT: T.B.D. PROJECT DESCRIPTION PROJECT LOCATION SITE ADDRESS: 725 S. WASHBURN STREET OSHKOSH, WI 54903 WINNEBAGO COUNTY COORDINATES (NAD83): APPROVALS SIGNATURE DATE PRECON. MGR DEVELOP. MGR CONST. INSP. A&E MGR. RF ENGINEER OPERATIONS ZONING REP UTILITIES AERIAL MAP LOCATION MAP N N PROPERTY OWNER: ML94466ASITE NUMBER: SITE NAME:OSHKOSH BARREL WT SITE TYPE:WATER TANK JURISDICTION: CITY: COUNTY: L600 PROJECT TYPE WINNEBAGO COUNTY DESCRIPTION:SHEET NUMBER: T-1 TITLE SHEET T-2 T-3 GENERAL NOTES & SPECIFICATIONS C-1 C-2 OVERALL SITE PLAN EXISTING & NEW SITE PLANS A-1 A-2 A-3 A-4 ELEVATION ANTENNA PLANS & SCHEDULE EQUIPMENT SPECIFICATIONS GR-1 GROUNDING DETAILS A-5 EQUIPMENT SPECIFICATIONS GR-2 RF PLUMBING DIAGRAM GROUNDING DETAILS GENERAL NOTES & SPECIFICATIONS DATA OBTAINED FROM T-MOBILE RFDS PROJECT TEAM STRUCTURAL ENGINEER: A&E: LAT: 44.0122810° LONG: -88.5847320° CITY OF OSHKOSH TEL: T.B.D. CONTACT: T.B.D. ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK SITE LOCATION SITE LOCATION SCOPE OF WORK: ANTENNA LOCATION - REMOVE (3) EXISTING ANTENNAS AND RETURN TO WAREHOUSE (1 PER SECTOR) - UTILIZE (3) EXISTING BREAKOUT BOXES (1 PER SECTOR) - UTILIZE (3) EXISTING AHFIG'S (1 PER SECTOR) - UTILIZE (3) EXISTING ANTENNAS (1 PER SECTOR) - INSTALL (3) NEW ANTENNAS (1 PER SECTOR) - INSTALL (3) NEW AHLOA'S (1 PER SECTOR) TRANSMISSION LINES - UTILIZE (3) EXISTING HCS 2.0 TRUNKS (1 PER SECTOR) - INSTALL NEW RF JUMPERS FOR NEW RRU'S EQUIPMENT LOCATION - UTILIZE (1) EXISTING ICE CANOPY - UTILIZE (1) EXISTING OVP H-FRAME - UTILIZE (1) EXISTING WIRE TROUGH - UTILIZE (3) EXISTING TOWER OVP'S - UTILIZE (1) EXISTING HPL3 SITE SUPPORT CABINET - UTILIZE (1) EXISTING LB3 BATTERY CABINET - UTILIZE (1) EXISTING FSEB IN EXISTING SSC - UTILIZE (1) EXISTING RAC 24 CABINET - UTILIZE (1) EXISTING FIBER CABINET - UTILIZE (1) EXISTING FYGA GPS ANTENNA - UTILIZE (1) EXISTING 200A 4-POLE BREAKER IN EXISTING PPC FOR EXISTING SSC - UTILIZE (1) EXISTING AMIA IN EXISTING SSC - UTILIZE (1) EXISTING ABIA CAPACITY MODULE. RE-PURPOSE AS NEEDED - REMOVE (1) EXISTING AMIA - REMOVE (1) EXISTING GSM PCS/ UMTS AWS FSMF SYSTEM MODULE - REMOVE (2) EXISTING ASIB CORE MODULES - REMOVE (2) EXISTING ASIK CORE MODULES - REMOVE (3) EXISTING ABIC CAPACITY MODULES - REMOVE (5) EXISTING ABIL CAPACITY MODULES - REMOVE (1) EXISTING ABIA CAPACITY MODULE - REMOVE EXISTING CSR IXRE V1 IN EXISTING SSC - INSTALL (2) NEW ASIL CORE MODULES - INSTALL (5) NEW ABIO CAPACITY MODULES - INSTALL NEW CSR IXRE V2 IN EXISTING SSC EXISTING BUILD OUT: NO NEW WATER OR SEWER IS REQUIRED AS FACILITY IS UNMANNED. 6 ANTENNAS, 3 RRU'S, 3 TOWER OVP'S, 3 BREAKOUT BOXES, 3 HCS 2.0 TRUNKS, 1 SITE SUPPORT CABINET, 1 BATTERY CABINET, 1 SYSTEM MODULE IN SSC, 2 AMIA'S IN SSC 6 ANTENNAS, 6 RRU'S, 3 TOWER OVP'S, 3 BREAKOUT BOXES, 3 HCS 2.0 TRUNKS, 1 SITE SUPPORT CABINET, 1 BATTERY CABINET, 1 AMIA IN SSC FINAL BUILD OUT: 2015 INTERNATIONAL BUILDING CODE 2017 NATIONAL ELECTRICAL CODE APPLICABLE CODES BUILDING CODE: ELECTRICAL CODE: WT GROUP, LLC 2675 PRATUM AVENUE HOFFMAN ESTATES, IL 60192 CONTACT: DAVID VAN LIESHOUT TEL: (224) 293-6333 FAX: (224) 293-6444 WT GROUP, LLC 2675 PRATUM AVENUE HOFFMAN ESTATES, IL 60192 TEL: (224) 293-6333 FAX: (224) 293-6444 T-2 GENERAL NOTES & SPECIFICATIONS GENERAL REQUIREMENTS: 1.1 INTENT 1. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. 3. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. 4. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 5. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A CHANGE ORDER. 1.2 CONFLICTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. 2. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. 3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK. 1.3 CONTRACTS AND WARRANTIES 1. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES AND BONDS. 1.4 STORAGE 1. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. 2. THE BTS MUST BE STORED INSIDE UNTIL THERE IS POWER ON SITE. 1.5 CLEAN UP 1. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK CLEAN AND READY FOR USE. 2. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. A. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. B. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. 3. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM WALLS/FLOOR/CEILING. A. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. B. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 1.6 CHANGE ORDER PROCEDURE 1. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE OWNER WITHIN 72 HRS FOR APPROVAL. SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. 1.7 RELATED DOCUMENTS AND COORDINATION 1. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.8 SHOP DRAWINGS 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR APPROVAL. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER. 1.9 PRODUCTS AND SUBSTITUTIONS 1. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. 2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT SHEETS. 1.10 QUALITY ASSURANCE 1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. 1.11 ADMINISTRATION 1. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. SUBMIT A BAR TYPE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK. 3. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE (THOUGH NOT LIMITED TO) THE OWNER, PROJECT MANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF SUBCONTRACTED). 4. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED. 5. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES. CONTRACTOR WILL COMPLY WITH ALL SAFETY REQUIREMENTS IN THEIR AGREEMENT. 6. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OWNER. 7. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. 8. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. 1.12 INSURANCE AND BONDS 1. CONTRACTOR SHALL AT THEIR OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTED AND SHALL NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS. 2. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES. 3. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. 1.1 REQUIREMENTS OF REGULATOR AGENCIES 1. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE, INSTALL IN CONFORMANCE WITH U.L. STANDARDS WHERE APPLICABLE. 2. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES, SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: A. TIA - TELECOMMUNICATIONS INDUSTRY ASSOCIATION TIA-222-G. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. B. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460-IH, OBSTRUCTION MARKING AND LIGHTING. C. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES AND FORM 715A, HIGH INTENSITY OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. D. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. E. NEC - NATIONAL ELECTRICAL CODE - ON TOWER LIGHTING KITS. F. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS. G. IN ALL CASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. H. LIFE SAFETY CODE NFPA -101. ANTENNA INSTALLATION: ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK T-3 GENERAL NOTES & SPECIFICATIONS GENERAL ELECTRIC PROVISION: 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TEST, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 3. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULL BOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.). 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 5. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 6. ALL CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR DIRECT BURIAL UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 8. CONTRACTOR TO OBTAIN ALL PERMITS, PAY PERMIT FEES, AND BE RESPONSIBLE FOR SCHEDULING INSPECTIONS. 9. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 10. ALL CONDUIT SHALL HAVE A PULL WIRE OR ROPE. 11. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. 12. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. 13. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURES. 14. ALL CONDUCTORS SHALL BE COPPER. 15. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 16. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 17. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 18. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES. 19. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 20. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWISE NOTED. 21. ALL MATERIALS SHALL BE U.L. LISTED. 22. CONDUIT A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3 B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTING SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT SHALL HAVE FULL SIZE EQUIPMENT GROUND WIRE. D. CONDUIT RUNS SHALL BE SURFACE MOUNTED UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE OWNER PRIOR TO INSTALLING. NO HORIZONTAL CONDUITS SHALL BE BELOW 7'-6" A.F.F. NO BX OR ROMEX CABLE IS PERMITTED. E. PARALLEL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 30" BELOW GRADE - STACKED UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. F. ABOVE GROUND CONDUIT SHALL BE P.V.C. SCHEDULE 80 (UNLESS NOTED OTHERWISE). 23. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 24. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK Call before you dig. below.Know what's INSTALLATION NOTES: NOTES: ·DURING PRE-CONSTRUCTION SCOPE WALK, GC SHALL FIELD MEASURE AND DETERMINE REQUIRED HCS 2.0 CABLE LENGTHS TO EACH SECTOR. PROVIDE LENGTHS BACK TO T-MOBILE TO ENSURE IT IS CAPTURED ON THE RFDS AND T-MOBILE BOM. ·GC TO ENSURE ALL CONDUITS NO LONGER BEING USED ARE DECOMMISSIONED AND HOLES ARE PROPERLY SEALED AND WEATHERPROOFED. ·GC SHALL REFERENCE THE MOST CURRENT ESOA600-HCU01, HPL3 USER MANUAL FOR THE EXISTING HPL3 & BBU CABINETS. ·GC TO ENSURE THE GPS CABLE HAS BEEN RE-ROUTED THROUGH THE TROUGH OR OVP AND THE 2" FIBER CONDUIT TO THE HPL3. ·GC SHALL ENSURE THE OVP'S ARE INSTALLED AND WIRED PER MANUFACTURER SPECIFICATION. HCS 1.0 SHALL BE EQUIPPED WITH (4) SETS OF (2) #6 AWG (BLUE AND BLACK INSULATED) PROTECTED BY A 200A DC BREAKER IN THE SSC. HCS 2.0 SHALL BE EQUIPPED WITH (3) SETS OF (2) #2 AWG (BLUE AND BLACK INSULATED) PROTECTED BY A 100A DC BREAKER ((3) TOTAL 100A BREAKERS). C-1 OVERALL SITE PLAN N OVERALL SITE PLAN SCALE: 1" = 30'-0" 1 MAP DATA ã 2022 GOOGLE ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK EXISTING BUILDING EXISTING GARAGE IMPORTANT SITE NOTES: 1. CONTRACTOR WILL NOT START CONSTRUCTION UNTIL AFTER THEY HAVE RECEIVED THE PRE-CON PACKAGE AND HAVE A PRE-CON WALK WITH THE PROJECT MANAGER. 2. CONTRACTOR TO HIRE PUBLIC (811) AND PRIVATE LOCATING SERVICE IN ORDER TO LOCATE AND PROTECT ALL SURFACE UTILITIES. DO NOT SCALE OFF THESE PLANS FOR ANY BELOW GRADE UTILITIES 3. CONTRACTOR SHALL VERIFY ALL EXISTING BURIED AND OVERHEAD UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL REPAIR ALL DAMAGED UTILITIES AT HIS OWN COST AND COORDINATE ANY REPAIRS WITH RESPECTIVE UTILITY COMPANY. 4. CONTRACTOR TO VERIFY ALL HEIGHTS AND AZIMUTHS IN FIELD PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY T-MOBILE AND ENGINEERING FIRM OF ANY DISCREPANCIES BEFORE PROCEEDING. 5. CONTRACTOR SHALL RESTORE AND REPAIR ANY DAMAGED AREAS CAUSED BY CONSTRUCTION. 6. FLEXI MODULE FANS - SINCE AIRFLOW ON THESE CABINETS FLOWS FROM FRONT TO BACK, THE FLEXI FANS NEED TO BE FLIPPED, AND ALL FLEXI EQUIPMENT FULLY CLEANED TO PERMIT AIRFLOW DIRECTION WITHIN THE HPL3. (BY DEFAULT, FLEXI MODULE AIRFLOW IS FROM BACK TO FRONT) FLEXI SLEEVES NEED TO BE INSTALLED WITH ALL FLEXI MODULES. PHOTO PROOF OF FAN ROTATION AND CHASSIS CLEANED IS REQUIRED. 7. ORION CONTROLLERS ARE CABINET SPECIFIC! NEVER UPLOAD OR UPDATE SW TO THESE CONTROLLERS OR EVEN COPY CONFIGURATION FROM ANY OTHER ORION CONTROLLERS. THESE NEW CONTROLLERS COME WITH SPECIFIC SW THAT IS NOT BACKWARDS COMPATIBLE. DOING SO WILL DAMAGE THE CONTROLLER AND VOID THE WARRANTY. 8. NEVER USE TELCOFLEX WIRE TO RUN AC FEEDS (NOT APPROVED). ALWAYS USE THHN WIRE TO DELIVER AC POWER FROM THE PPC. PROPER AC/DC WIRE COLOR CODING NEEDS TO BE ADHERED TO. 9. A 3" MEYER HUB WITH REDUCER TO RIGID LL AT THE HPL3 IS USED TO RUN THE (3 EA) 3/0 & (1 EA) #4 TO THE PPC, TO WIRE THE 200A AC INPUT BREAKER. SITES EVENTUALLY WILL BE PREPPED FOR A SECOND POWER RUN FROM BACK OF CAB TO PPC. REFER TO CD'S FOR THIS UPDATE. 10. FOR HPL3 CABINETS, TEMPERATURE AND VOLTAGE COMPENSATION PROBS ARE SPECIFICALLY ADDRESSED IN DELTA'S HPL3 BATTERY IOM MANUAL (PAGES 14-18). IT IS STRONGLY ADVISED TO REVIEW/FOLLOW THESE INSTALLATION STEPS TO ENSURE OPTIMAL PERFORMANCE FROM THESE PROBS. 11. REMEMBER TO RUN THE ETHERNET ALARM CABLE FROM THE HPL3 TO BATTERY CABINET. REFER TO HPL3 DELTA USER MANUAL SECTION 3.1 0. FAILURE TO FOLLOW THIS INSTALLATION TASK WILL CAUSE THE CABINET TO OVERHEAT. 12. BE SURE TO INSTALL THE DC CABLE FROM THE HPL3 TO LB3 FOR CLIMATE CONTROL - REFER TO LB3 DELTA USER MANUAL SECTION 3.9. FAILURE TO DO SO WILL RESULT IN LB3 OVERHEATING. 13. DO NOT FORGET TO RUN/INSTALL A CAT5 CABLE FROM THE ORION CONTROLLER TO CELL SITE ROUTER (IXRE/SAS) AND INTEGRATE. 14. SUPPLY & INSTALL LOCP RELAY CONDUIT, CONNECTORS AND ALARM CABLE, FROM HPL3 TO PPC. IF PPC HAS LOCP RELAY ALREADY INSTALLED, PROPERLY WIRE UP AND ALARM IN FSEB/FSEE. EXISTING ASPHALT PARKING LOT EXISTING GRASS AREA EXISTING WATER TANK EXISTING EQUIPMENT AREA. SEE C-2 EXISTING ANTENNA AREA (BETA SECTOR). SEE A-2 EXISTING ANTENNA AREA (GAMMA SECTOR). SEE A-2 S. W A S H B U R N S T R E E T EXISTING ANTENNA AREA (ALPHA SECTOR). SEE A-2 X X X X X X X X X X X X X X X X X X X X C-2 EXISTING & NEW SITE PLANS ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK N NEW SITE PLAN SCALE: 1/4" = 1'-0" 2 N EXISTING SITE PLAN SCALE: 1/4" = 1'-0" 1 LEGEND EXISTING EQUIPMENT REMOVED EQUIPMENT RELOCATED EQUIPMENT NEW EQUIPMENT NOTES: 1. (1) EXISTING TOWER OVP & (1) EXISTING HCS 2.0 TRUNK TO FEED (1) EXISTING ALPHA BREAKOUT BOX, (1) NEW AHLOA, (1) EXISTING AHFIG & (1) EXISTING AEHC ANTENNA 2. (1) EXISTING TOWER OVP & (1) EXISTING HCS 2.0 TRUNK TO FEED (1) EXISTING BETA BREAKOUT BOX, (1) NEW AHLOA, (1) EXISTING AHFIG & (1) EXISTING AEHC ANTENNA 3. (1) EXISTING TOWER OVP & (1) EXISTING HCS 2.0 TRUNK TO FEED (1) EXISTING GAMMA BREAKOUT BOX, (1) NEW AHLOA, (1) EXISTING AHFIG & (1) EXISTING AEHC ANTENNA SEE A-5 FOR RF PLUMBING DIAGRAM. *REFER TO INSTALLATION NOTES ON T-3 EXISTING BATTERY CABINET TO BE UTILIZED NEC CLEARANCE EXISTING HPL3 SITE SUPPORT CABINET TO BE UTILIZED. ·EXISTING CSR IXRE V1 TO BE REMOVED ·EXISTING FSEB TO BE UTILIZED EXISTING MODULES INSIDE EXISTING SITE SUPPORT CABINET: ·REMOVE (1) EXISTING GSM PCS/ UMTS AWS FSMF (1) EXISTING AMIA TO BE REMOVED: ·MODULES TO BE REMOVED: (2) ASIB CORE MODULES (2) ASIK CORE MODULES (3) ABIC CAPACITY MODULES (5) ABIL CAPACITY MODULES (1) ABIA CAPACITY MODULE EXISTING CHAIN LINK FENCEEXISTING ±5'-0" ACCESS GATE EXISTING WATER TANK EXISTING PLATFORM STEP EXISTING PPC EXISTING FIBER CABINET (3) EXISTING CONDUIT PENETRATIONS TO BE UTILIZED ±12'-0" EQUIPMENT PLATFORM W/ ICE CANOPY ±8 ' - 0 " E Q U I P M E N T P L A T F O R M W / I C E C A N O P Y (3) EXISTING HCS 2.0 TRUNKS TO BE UTILIZED (3) EXISTING TOWER OVP'S TO BE UTILIZED EXISTING WIRE TROUGH TO BE UTILIZED EXISTING FYGA GPS ANTENNA TO BE UTILIZED EXISTING BATTERY CABINET TO BE UTILIZED NEC CLEARANCE EXISTING HPL3 SITE SUPPORT CABINET TO BE UTILIZED. ·NEW CSR IXRE V2 TO BE INSTALLED ·EXISTING FSEB TO BE UTILIZED PROPOSED MODULES TO BE INSTALLED IN EXISTING AMIA: ·(2) ASIL CORE MODULES ·(5) ABIO CAPACITY MODULES FINAL MODULES CONFIGURATION INSIDE EXISTING SITE SUPPORT CABINET: ·(1) EXISTING AMIA WITH (2) ASIL CORE MODULES, (4) ABIO CAPACITY MODULES AND (1) ABIA CAPACITY MODULE EXISTING CHAIN LINK FENCEEXISTING ±5'-0" ACCESS GATE EXISTING PLATFORM STEP (3) EXISTING CONDUIT PENETRATIONS TO BE UTILIZED (3) EXISTING HCS 2.0 TRUNKS TO BE UTILIZED (3) EXISTING TOWER OVP'S TO BE UTILIZED EXISTING WIRE TROUGH TO BE UTILIZED EXISTING FYGA GPS ANTENNA TO BE UTILIZED EXISTING ICE BRIDGE EXISTING ICE BRIDGE EXISTING GRAVEL COMPOUND EXISTING PPC EXISTING FIBER CABINET EXISTING GRAVEL COMPOUND NOTE: W-T'S SCOPE OF WORK DOES NOT INCLUDE A STRUCTURAL EVALUATION OF THE EQUIPMENT PLATFORM. NEW EQUIPMENT SHOWN ON THIS PLAN HAVE NOT BEEN EVALUATED TO VERIFY THE PLATFORM HAS THE CAPACITY TO ADEQUATELY SUPPORT THE CABINETS/EQUIPMENT. PRIOR TO ANY EQUIPMENT INSTALLATION, A STRUCTURAL EVALUATION OF THE EQUIPMENT PLATFORM, INCLUDING ALL EQUIPMENT CABINET SUPPORT BRACING & HARDWARE SHALL BE PERFORMED. EXISTING RAC 24EXISTING RAC 24 (1) EXISTING AMIA TO BE UTILIZED: ·MODULES TO BE RE-PURPOSED (1) ABIA CAPACITY MODULE A-1 ELEVATION ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK 1ELEVATION SCALE: 1" = 20'-0" LEGEND EXISTING EQUIPMENT REMOVED EQUIPMENT RELOCATED EQUIPMENT NEW EQUIPMENT IMPORTANT SITE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FINAL RF CONFIGURATION AND NOTIFY T-MOBILE AND ENGINEERING FIRM WITH ANY DISCREPANCIES. 2. CONTRACTOR SHALL VERIFY ALL FINAL CONNECTION LOCATIONS WITH T-MOBILE ENGINEER, RF ENGINEER, AND NET-OPS PRIOR TO INSTALLATION. 3. CONTRACTOR TO USE PROPER TORQUE WRENCH WHEN INSTALLING AND TIGHTENING CONNECTORS TO INSURE PROPER FIT. 4. CONTRACTOR TO ARRANGE NEW MODULES/EQUIPMENT TO AVOID INTERFERING WITH SAFETY CLIMB. T-MOBILE ANTENNAS, BREAKOUT BOXES & RRU'S. SEE A-2 TOP OF WATER TANK ±146'-0" EXISTING/NEW T-MOBILE ANTENNAS ±145'-0" GRADE EXISTING WATER TANK (3) EXISTING HCS 2.0 TRUNKS TO BE UTILIZED EXISTING CARRIER ANTENNAS ±145'-0" EXISTING CARRIER ANTENNAS ±147'-0" EXISTING CARRIER ANTENNAS ±149'-0" NOTE: CONTRACTOR SHALL PAINT ALL NEW ANTENNAS, COAX, & MOUNTING HARDWARE TO MATCH EXISTING ANTENNAS NOTE: A STRUCTURAL ANALYSIS OF THE ANTENNA CORRAL HAS BEEN COMPLETED BY THE W-T GROUP, LLC ON 05/09/22. THE LOCATION AND MOUNTING OF THE ANTENNAS SHOWN IN THE STRUCTURAL ANALYSIS SHALL SUPERSEDE THESE DRAWINGS. NOTE: A STRUCTURAL ANALYSIS OF THE TOWER OR STRUCTURE HAS BEEN COMPLETED BY THE W-T GROUP, LLC ON 05/09/22. THE LOCATION AND MOUNTING SHOWN IN THE STRUCTURAL ANALYSIS SHALL SUPERSEDE THESE DRAWINGS. A-2 ANTENNA PLANS & SCHEDULE ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK NEW ANTENNA PLAN 2 SCALE: NONE N EXISTING ANTENNA PLAN 1 SCALE: NONE N LEGEND EXISTING EQUIPMENT REMOVED EQUIPMENT RELOCATED EQUIPMENT NEW EQUIPMENT NOTE: ANTENNA INFORMATION OBTAINED FROM T-MOBILE RF DATA CONFIGURATION SHEET DATED 04/04/2022. CONTRACTOR TO OBTAIN THE MOST CURRENT & FINAL RFDS FROM T-MOBILE FOR AZIMUTH SETTINGS PRIOR TO CONSTRUCTION NOTE: W-T'S SCOPE OF WORK DOES NOT INCLUDE A STRUCTURAL EVALUATION OF THIS TOWER OR STRUCTURE. NEW ANTENNAS AND EQUIPMENT SHOWN ON THIS PLAN HAVE NOT BEEN EVALUATED TO VERIFY THE TOWER OR STRUCTURE HAS THE CAPACITY TO ADEQUATELY SUPPORT THESE ANTENNAS. PRIOR TO ANY ANTENNA OR EQUIPMENT INSTALLATION, A STRUCTURAL EVALUATION OF THE TOWER OR STRUCTURE, INCLUDING ALL ANTENNA MOUNTING SYSTEMS & HARDWARE SHALL BE PERFORMED. NOTE: WT'S SCOPE OF WORK DOES NOT INCLUDE A STRUCTURAL EVALUATION OF THIS ANTENNA MOUNT. NEW ANTENNAS AND EQUIPMENT SHOWN ON THIS PLAN HAVE NOT BEEN EVALUATED TO VERIFY THE MOUNT HAS THE CAPACITY TO ADEQUATELY SUPPORT THESE ANTENNAS. PRIOR TO ANY ANTENNA OR EQUIPMENT INSTALLATION, A STRUCTURAL EVALUATION OF THE MOUNT, INCLUDING ALL ANTENNA MOUNTING SYSTEMS & HARDWARE SHALL BE PERFORMED. AZIMUTH MECHANICAL DOWNTILT MODEL # SECTOR RAD CENTER ELECTRICAL DOWNTILT RRU TYPE HCS DIA. & TYPE HCS ACTUAL LENGTH HCS FACTORY LENGTH ALPHA COLOR CODING TECHNOLOGY A-1LOCATION ANTENNA & CABLE SCHEDULE 0 3/3/2/2 COMMSCOPE FFVV-65C-R3-V1 AEHC (ACTIVE ANTENNA- MASSIVE MIMO) AHFIG AHLOA LTE AWS/ UMTS AWS/ GSM PCS/ LTE PCS/ N1900/ N2100/ LTE 600/ N600 A-2 RED (1-8) 0 2 AEHC (INTEGRATED) BETA GAMMA ±145'-0" RED 300'-0" - 0° HYBRID JUMPER LENGTH HYBRID JUMPER TYPE FROM COVP/BREAKOUT BOX TO RRU/ANTENNA JUMPER LENGTH JUMPER TYPE FROM RRU TO ANTENNA - - HCS 2.0 ±15'-0" / ±15'-0"±15'-0" 1/2" COAX ±6'-0" / ±6'-0" LTE 5G B41 SHARED HCS 2.0 TRUNK - - HCS 2.0 B-1 0 3/3/2/2 AEHC (ACTIVE ANTENNA- MASSIVE MIMO) B-2 GREEN (1-8) 0 2 AEHC (INTEGRATED) ±145'-0" GREEN 120° - - ±15'-0" / ±15'-0"±15'-0" 1/2" COAX ±6'-0" / ±6'-0" LTE 5G B41 HCS 2.0 C-1 0 3/3/2/2 AEHC (ACTIVE ANTENNA- MASSIVE MIMO) C-2 BLUE (1-8) 0 2 AEHC (INTEGRATED) ±145'-0" BLUE 375'-0" 240° - - HCS 2.0 ±15'-0" / ±15'-0"±15'-0" 1/2" COAX ±6'-0" / ±6'-0" LTE 5G B41 - HCS 2.0 EXISTING HCS 2.0 TRUNK COMMSCOPE FFVV-65C-R3-V1 COMMSCOPE FFVV-65C-R3-V1 AHFIG AHLOA AHFIG AHLOA SHARED HCS 2.0 TRUNK EXISTING HCS 2.0 TRUNK SHARED HCS 2.0 TRUNK EXISTING HCS 2.0 TRUNK 375'-0" - -- -- LTE AWS/ UMTS AWS/ GSM PCS/ LTE PCS/ N1900/ N2100/ LTE 600/ N600 LTE AWS/ UMTS AWS/ GSM PCS/ LTE PCS/ N1900/ N2100/ LTE 600/ N600 HCS 2.0 NOTE: CONTRACTOR SHALL PAINT ALL NEW ANTENNAS, COAX, & MOUNTING HARDWARE TO MATCH EXISTING ANTENNAS C - 1 C - 2 AZIMUTH 240° EXISTING AEHC ANTENNA TO BE UTILIZED EXISTING ANTENNA TO BE REMOVED EXISTING AHFIG TO BE UTILIZED EXISTING HCS 2.0 TRUNK TO BE UTILIZED B-1 B-2 AZIMUTH 120° EXISTING AEHC ANTENNA TO BE UTILIZED EXISTING ANTENNA TO BE REMOVED EXISTING AHFIG TO BE UTILIZED EXISTING BREAKOUT BOX TO BE UTILIZED EXISTING AEHC ANTENNA TO BE UTILIZED A-2 A-1 EXISTING ANTENNA TO BE REMOVED EXISTING AHFIG TO BE UTILIZED AZIMUTH 0° EXISTING BREAKOUT BOX TO BE UTILIZED EXISTING HCS 2.0 TRUNK TO BE UTILIZED EXISTING BREAKOUT BOX TO BE UTILIZED EXISTING HCS 2.0 TRUNK TO BE UTILIZED EXISTING AEHC ANTENNA TO BE UTILIZED A-2 A-1 NEW FFVV-65C-R3-V1 OCTO ANTENNA TO BE INSTALLED EXISTING AHFIG TO BE UTILIZED AZIMUTH 0° EXISTING BREAKOUT BOX TO BE UTILIZED EXISTING HCS 2.0 TRUNK TO BE UTILIZED B-1 B-2 AZIMUTH 120° EXISTING AEHC ANTENNA TO BE UTILIZED NEW FFVV-65C-R3-V1 OCTO ANTENNA TO BE INSTALLED EXISTING AHFIG TO BE UTILIZED EXISTING BREAKOUT BOX TO BE UTILIZED EXISTING HCS 2.0 TRUNK TO BE UTILIZED C - 1 C - 2 AZIMUTH 240° EXISTING AEHC ANTENNA TO BE UTILIZED NEW FFVV-65C-R3-V1 OCTO ANTENNA TO BE INSTALLED EXISTING AHFIG TO BE UTILIZED EXISTING HCS 2.0 TRUNK TO BE UTILIZED EXISTING BREAKOUT BOX TO BE UTILIZED NEW AHLOA TO BE INSTALLED NEW AHLOA TO BE INSTALLED NEW AHLOA TO BE INSTALLED EXISTING WATER TANKEXISTING CABLE TRAY TO BE UTILIZED (TYP.) EXISTING WATER TANKEXISTING CABLE TRAY TO BE UTILIZED (TYP.) A-3 EQUIPMENT SPECIFICATIONS NOT USED SCALE: NONE 1 RF JUMPER MOUNTING DETAIL SCALE: NONE 5RF JUMPER CONNECTION DETAIL SCALE: NONE 4 (3) WRAPS OF INSULATION TAPE (OVERLAPPING 50%) (2) STRETCH WRAPPED WRAPS OF SELF AMALGAMATING TAPE (STRETCH 30%, OVERLAPPING 50%) (1) WRAP OF INSULATION TAPE (OVERLAPPING 50%) CABLE TIE JUMPERS TO BE TORQUED TO 221.27 IN/LBS 20MM50MM ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK SCALE: NONE 2 COAX COLOR CODING SCALE: NONE 3 NEW TOWER STANDOFF KIT. SITE PRO PART # STK3 (2) NEW BARREL CUSHIONS. SITE PRO PART # BC124 NEW COAX BLOCK. SITE PRO PART # CXB158 EXISTING MOUNTING PIPE NEW COAX BLOCK MOUNTING HARDWARE. SITE PRO PART # CH50 NOT USED A-4 EQUIPMENT SPECIFICATIONS SCALE: NONE 1 ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK SCALE: NONE 2 ANTENNA DETAIL SCALE: NONE 4NOT USED SCALE: NONE 3 COMMSCOPE FFVV-65C-R3-V1 SIZE (L x W x D): 95.9" x 25.2" x 9.3" WEIGHT (W/O MOUNTING KIT): 124.6 LBS FRONT SIDE 25.2"9.3" 95 . 9 " AHLOA DETAIL FPKA BRACKET DETAIL * = 22.05" x 12.13" x 7.44" ** = 83.76 lbs * ** A-5 RF PLUMBING DIAGRAM RF PLUMBING DIAGRAM SCALE: NONE 1 ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK NOTE: CONTRACTOR TO OBTAIN THE MOST CURRENT RFDS FROM T-MOBILE PRIOR TO CONSTRUCTION NOTE: CONTRACTOR TO REFER TO THE RADIO AND ANTENNA INSTALLATION MOPs FOR THE CORRECT PLUMBING DIAGRAM RF JUMPER E DC POWER CABLES POWER & FIBER JUMPER AISG RET CABLE HYBRID CABLE COAX CABLE F F RELOCATED EQUIPMENT FIBER JUMPERS NEW EQUIPMENT EXISTING EQUIPMENT GAMMA CABLES BETA CABLES ALPHA CABLES ALARM CABLE ANTENNA LOCATION EQUIPMENT LOCATION COMPLETE SCOPE OF WORK ANTENNA LOCATION - REMOVE (3) EXISTING ANTENNAS AND RETURN TO WAREHOUSE (1 PER SECTOR) - UTILIZE (3) EXISTING BREAKOUT BOXES (1 PER SECTOR) - UTILIZE (3) EXISTING AHFIG'S (1 PER SECTOR) - UTILIZE (3) EXISTING ANTENNAS (1 PER SECTOR) - INSTALL (3) NEW ANTENNAS (1 PER SECTOR) - INSTALL (3) NEW AHLOA'S (1 PER SECTOR) TRANSMISSION LINES - UTILIZE (3) EXISTING HCS 2.0 TRUNKS (1 PER SECTOR) - INSTALL NEW RF JUMPERS FOR NEW RRU'S EQUIPMENT LOCATION - UTILIZE (1) EXISTING ICE CANOPY - UTILIZE (1) EXISTING OVP H-FRAME - UTILIZE (1) EXISTING WIRE TROUGH - UTILIZE (3) EXISTING TOWER OVP'S - UTILIZE (1) EXISTING HPL3 SITE SUPPORT CABINET - UTILIZE (1) EXISTING LB3 BATTERY CABINET - UTILIZE (1) EXISTING FSEB IN EXISTING SSC - UTILIZE (1) EXISTING RAC 24 CABINET - UTILIZE (1) EXISTING FIBER CABINET - UTILIZE (1) EXISTING FYGA GPS ANTENNA - UTILIZE (1) EXISTING 200A 4-POLE BREAKER IN EXISTING PPC FOR EXISTING SSC - UTILIZE (1) EXISTING AMIA IN EXISTING SSC - UTILIZE (1) EXISTING ABIA CAPACITY MODULE. RE-PURPOSE AS NEEDED - REMOVE (1) EXISTING AMIA - REMOVE (1) EXISTING GSM PCS/ UMTS AWS FSMF SYSTEM MODULE - REMOVE (2) EXISTING ASIB CORE MODULES - REMOVE (2) EXISTING ASIK CORE MODULES - REMOVE (3) EXISTING ABIC CAPACITY MODULES - REMOVE (5) EXISTING ABIL CAPACITY MODULES - REMOVE (1) EXISTING ABIA CAPACITY MODULE - REMOVE EXISTING CSR IXRE V1 IN EXISTING SSC - INSTALL (2) NEW ASIL CORE MODULES - INSTALL (5) NEW ABIO CAPACITY MODULES - INSTALL NEW CSR IXRE V2 IN EXISTING SSC - SWEEP TEST EXISTING COAX LINES & ANTENNA USED FOR FINAL BUILD - RESTORE EXISTING GROUNDS AS NEEDED FOR EXISTING COAX LINES & ANTENNAS USED FOR FINAL BUILD - OBTAIN CURRENT RFDS WITHIN 48 HOURS PRIOR TO CONSTRUCTION - FOLLOW PORT MATRIX PER RF CONFIGURATION - FOLLOW CURRENT T-MOBILE STANDARD OPERATION PROCEDURE - RETURN ALL UNUSED NEW & OLD EQUIPMENT MATERIALS/EQUIPMENT TO WAREHOUSE IN THE SAME CONDITION WHEN IT WAS REMOVED - PROVIDE CLOSEOUT PACKAGE WITHIN 72 HOURS AFTER SITE COMPLETION - CLOSE ANY OPEN PERMITS AFTER SITE COMPLETION AHLOAAHLOA AHLOA 12345678 A-1 B-1 C-1 LTE 600/ N600 12345678 12345678 A-2 B-2 C-2 AEHC LTE 5G B41 AEHC LTE 5G B41 AEHC LTE 5G B41 AHFIG AHFIG AHFIG LTE 600/ N600 LTE AWS/ UMTS AWS/ GSM PCS/ LTE PCS/ N1900/ N2100 LTE 600/ N600 LTE AWS/ UMTS AWS/ GSM PCS/ LTE PCS/ N1900/ N2100 LTE AWS/ UMTS AWS/ GSM PCS/ LTE PCS/ N1900/ N2100 ALPHA BREAKOUT BOX BETA BREAKOUT BOX GAMMA BREAKOUT BOX TOWER OVP TOWER OVP TOWER OVP SITE SUPPORT CABINET BATTERY CABINET NEMA 3R WIRE TROUGH BATTERIES RECTIFIERS BREAKERS FSEB BATTERIES BATTERIES CS R I X R e V 2 (1) ASIL L2500/ N2500 (1) ASIL LTE-UMTS AWS/ GSM PCS/ LTE 600/ N600/ N1900/ N2100 (1) ABIO (1) ABIO (1) ABIO (1) ABIO BATTERIES (1) ABIA ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK GR-1 GROUNDING DETAILS 3.4 SURGE ARRESTOR GROUND BAR: THE PURPOSE OF THE SURGE ARRESTOR GROUND BAR IS FOR LIGHTING PROTECTION. THE SURGE ARRESTOR GROUND BAR IS A BENT (3" X 3" ) X 1/4" X 24" COPPER BAR. IT IS LOCATED ON THE WAVEGUIDE BRIDGE SUPPORT CLOSEST TO THE EQUIPMENT. ONE FACE OF THE BAR SHALL HAVE A MINIMUM OF (28) 3/8" DIA. HOLES. HOLES SHALL BE IN PAIRS THAT ARE 1" CENTER TO CENTER. THE OTHER FACE SHALL HAVE 3/8" DIA. HOLES AS REQUIRED TO ATTACH AND GROUND COAXIAL SURGE ARRESTORS. THE GROUND BAR SHALL BE SUPPORTED BY MOUNTING BRACKETS WITH INSULATOR STANDOFFS. 3.5 ANTENNA GROUNDING: EACH ANTENNA COAXIAL CABLE SHALL TYPICALLY BE GROUNDED AT THREE POINTS USING A HARD-SHELL COAXIAL CABLE KIT FROM THE MANUFACTURER OF THE ANTENNA CABLE. A TYPICAL INSTALLATION SHALL BE AS FOLLOWS: A. THE FIRST GROUND CONNECTION SHALL OCCUR AS CLOSE TO THE ANTENNA AS POSSIBLE, BELOW THE FIRST POINT THE COAX CABLE BEGINS TO RUN VERTICAL DOWN THE TOWER. THIS GROUND SHALL TERMINATE DIRECT TO THE TOP AGB. ON A T/I, GROUND TO THE AGB AT THE ANTENNA MOUNTS. B. THE SECOND GROUND SHALL BE MADE AT THE BOTTOM OF THE VERTICAL RUN OF THE COAXIAL CABLE AS IT TURNS OUT AWAY FROM THE TOWER TOWARDS THE BTS. THIS GROUND SHALL BE TERMINATED AT THE TGB. THE TGB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE ENCASED IN PVC PIPE. C. THE THIRD GROUND SHALL BE ON THE SURGE ARRESTOR. GROUND TO BE ATTACHED TO THE CABLE ON STRAIGHT RUNS (NOT WITHIN BENDS) AND BE WEATHERPROOFED PER THE MANUFACTURER'S SPECIFICATIONS. THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR. THE SAGB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE ENCASED IN PVC PIPE. 3.6 EXOTHERMIC WELD & BURNDY CONNECTIONS EXOTHERMIC WELDS AND BURNDY CONNECTIONS SHALL BOND ALL UNDERGROUND AND DAMP LOCATION CONNECTIONS, SHELTER SKID GROUNDS, TOWER OR MONOPOLE GROUNDS, FENCING CORNER AND GATE POSTS, ANTENNA GROUND BARS, (AGB) SURGE ARRESTER GROUND BAR, AND THE MASTER GROUND BAR (MGB). MECHANICAL CONNECTIONS SHALL BE TYPICALLY USED TO BOND ALL INTERIOR EQUIPMENT, COAX CABLE BRIDGES AND COAXIAL CABLE GROUND KITS. ALL LUG TYPE MECHANICAL CONNECTORS TO THE MGB OR AGB SHALL BE TWO HOLE TYPE CONNECTED WITH STAINLESS STEEL BOLTS AND NUTS WITH STAINLESS STEEL LOCK WASHERS AND NOALOX ON EITHER SIDE OF THE BUSS BAR. 3.7 LIMITS OF BEND RADIUS: IT IS IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTING THE INSIDE AND OUTSIDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE, WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A THREE FOOT RADIUS PREFERRED. NO RIGHT ANGLE OR SHARP BENDS SHALL BE ALLOWED. 3.8 BONDING PREPARATION & FINISH: ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER EXOTHERMIC WELD OR BURNDY FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPOSING THE STEEL SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR OTHER SURFACES INCLUDING COPPER BUSS BARS ALL PAINT, RUST TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING THE GROUND CONDUCTOR. EXOTHERMIC WELD TYPE BONDS SHALL BE FINISHED WITH THE APPLICATION OF COLD GALVANIZATION AND WHEN APPLICABLE, FINISH PAINTED WITH AN APPROPRIATE COLOR AS REQUIRED. MECHANICAL TYPE BONDS ON BUSS BARS SHALL BE FINISHED WITH THE APPLICATION OF NOALOX OR OTHER APPROVED CONDUCTIVE MEDIUM MATERIAL BETWEEN CONNECTOR AND BUSS BAR. MECHANICAL TYPE BONDS ON ALL OTHER SURFACES SHALL BE FINISHED WITH THE APPLICATION OF COLD GALVANIZATION AND/OR THE APPROPRIATE PAINT TO MATCH AS REQUIRED. 3.9 TESTING: THE OUTSIDE GROUND RING SHALL BE TESTED AFTER INSTALLATION BUT PRIOR TO BACKFILLING THE GROUND RING TRENCH. THE GROUND FIELD RESISTANCE SHALL MEASURE 5 OHMS OR LESS TO GROUND. ANY DIFFICULTY IN ACHIEVING THIS LEVEL OF RESISTANCE MUST BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. THE RESISTANCE TO GROUND SHALL BE MEASURED USING THE FALL OF POTENTIAL METHOD. TESTING SHALL BE PERFORMED BY AN OWNER PROVIDED INDEPENDENT TESTING LABORATORY FROM WHICH A WRITTEN REPORT SHALL BE PRODUCED FOR REVIEW BY THE PROJECT MANAGER. 3.10 GENERAL NOTES: 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE. 2. ALL GROUNDING SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE. 3. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED. 4. CONTRACTOR TO OBTAIN ALL PERMITS, PAY PERMIT FEES, AND BE RESPONSIBLE FOR SCHEDULING INSPECTIONS. 5. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL. 6. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE ("EXOTHERMIC WELD") TO ANTENNA MASTS, AND THE GROUND BARS. REMAINING GROUNDING CONNECTIONS SHALL BE COMPRESSION FITTINGS. 7. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH COAX CABLE GROUNDING KITS & INSTALL WEATHER PROOFING KIT AT EACH CONNECTION. 8. ALL EQUIPMENT FURNISHED BY OTHERS SHALL BE PROVIDED WITH PROPER MOTOR STARTERS, DISCONNECTS, CONTROLS, ETC. BY THE ELECTRICAL CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. THE ELECTRICAL CONTRACTOR SHALL INSTALL AND COMPLETELY WIRE ALL ASSOCIATED EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WIRE DIAGRAMS AND AS REQUIRED FOR A COMPLETE OPERATING INSTALLATION. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF EQUIPMENT PRIOR TO ROUGH-IN OF CONDUIT AND WIRING TO AVOID CONFLICTS WHERE APPLICABLE. 9. GROUNDING CONDUCTORS SHALL BE COPPER OR SOLID TINNED COPPER. ALL CONNECTIONS MADE BELOW GRADE SHALL BE SOLID TINNED COPPER. ALL CONNECTIONS ABOVE GRADE STRANDED IS PERMITTED. 10. ALL EXOTHERMIC WELDS ABOVE FINISHED GRADE SHALL BE PAINTED WITH CO-GALVANIZED ZINC ENRICHED PAINT TO MATCH COLOR OBJECT BONDED TO. 11. CONNECT COAX GROUND KITS TO MASTER GROUND BAR AT BASE OF TOWER. 12. CONNECT COAX GROUND KITS TO GROUND BUS AT TOP OF TOWER. 13. CONNECT RF MODULE GROUND TO GROUND BUS AT TOP OF TOWER. 14. PLAN DRAWINGS SHOWN HEREIN DO NOT NECESSARILY DEPICT ELECTRICAL REQUIREMENTS OF INDIVIDUAL EQUIPMENT AND DEVICES SUCH AS THE EQUIPMENT GROUNDING REQUIREMENTS, POWER REQUIREMENTS AND TELCO RACEWAY REQUIREMENTS. 15. PLAN DRAWINGS SHOWN HEREIN ARE DIAGRAMMATIC AND DO NOT NECESSARILY DEPICT THE EXACT EQUIPMENT QUANTITIES, LOCATION, LAYOUT AND CONFIGURATION. REFER TO ARCHITECTURAL PLANS FOR EXACT EQUIPMENT LOCATION, LAYOUT AND CONFIGURATION. 16. NUMBER OF ANTENNAS REPRESENTED IN THIS DETAIL ARE FOR SHOWING CLARITY OF GROUND SYSTEM REQUIREMENTS ONLY. SEE RF INFO FOR ANTENNA QUANTITY. 17. CONTRACTOR TO 'NOALOX' ALL CONNECTIONS TO GROUND BARS. GROUNDING STANDARDS: 1.0 DEFINITIONS AGB: ANTENNA GROUND BAR AWG: AMERICAN WIRE GAUGE CADWELDING: AN EXOTHERMIC WELDING PROCESS WHICH CREATES POSITIVE CONTACT OF POSITIVE CONTACT OF GROUNDING CONDUCTORS EMT: ELECTRICAL METAL TUBING (LIGHT GAUGE METALLIC CONDUIT) MGB: MASTER GROUND BAR PVC: POLYVINYL CHLORIDE CONDUIT RFI: RADIO FREQUENCY INTERFERENCE TGB: TOWER GROUND BAR THWN: LETTER TYPE DESIGNATION FOR CONDUCTOR INSULATION THAT IS A MOISTURE AND HEAT RESISTANT THERMOPLASTIC WITH A MAXIMUM OPERATING TEMPERATURE OF 75 DEGREES CELSIUS OR 167 DEGREES FAHRENHEIT T/I: TENANT IMPROVEMENT 2.0 BACKGROUND 2.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM FOR A MOBILE RADIO FACILITY THERE ARE FOUR INTERRELATED AREAS OF CONCERN. THE BASIC OBJECTIVE FOR EACH IS: 1. LIGHTNING PROTECTION -TO MAINTAIN ALL EQUIPMENT AT THE SAME POTENTIAL DURING A LIGHTNING IMPULSE. 2. RFI FOR NOISE INDUCTION CONTROL -TO ESTABLISH THE LOWEST POSSIBLE IMPEDANCE AMONG ALL EQUIPMENT. 3. ELECTROSTATIC CONTROL -TO REDUCE ELECTROSTATIC DISCHARGE PROBLEMS. 4. PERSONNEL SAFETY -TO MAINTAIN A MINIMUM VOLTAGE DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS WHICH PERSONNEL MIGHT CONTACT SIMULTANEOUSLY. 2.2 A/C GROUNDING: IN THIS GROUNDING SYSTEM THE A/C SERVICE GROUND SHALL BE KEPT ISOLATED FROM THE EQUIPMENT FRAME WORK AND LIGHTNING PROTECTION GROUND SYSTEMS EXCEPT FOR ONE SPECIFIC POINT. THIS POINT IS THE MAIN GROUNDING POINT OF THE SYSTEM. THIS WOULD TYPICALLY BE CONNECTING THE A/C SERVICE GROUND AT THE COMMERCIAL POWER RISER POLE DISCONNECT/METER BASE TO THE EXTERNAL GROUND RING. ALL GROUNDING CONNECTIONS INSIDE OF CABINETS SHALL BE SCRAPED TO BARE METAL AND COATED WITH NOALOX. 2.3 LIGHTNING CONSIDERATIONS: LIGHTNING DAMAGE OCCURS FROM EITHER INDUCTION OR FROM AN ACTUAL DIRECT STRIKE TO THE BUILDING, USUALLY TAKEN THROUGH THE TOWER AND/OR ANTENNAS. STRIKES TO OTHER NEARBY OBJECTS INDUCE HIGH ENERGY INTO POWER OR TELEPHONE CABLES ENTERING THE BUILDING. THIS TYPE OF EFFECT HISTORICALLY CAUSES MOST OF THE DAMAGE TO THE BUILDING AND ITS CONTENTS. 3.0 STATION GROUNDING SYSTEM 3.1 MATERIALS: 1. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS OR AS OTHERWISE SPECIFIED. GROUNDS TO THE RF MODULES SHALL BE NO. 6 STANDARD GREEN INSULATED JUMPERS. THE GROUND WIRE TO THE MGB SHALL BE GREEN JACKETED STRANDED #2 TINNED WIRE BURNDY CONNECTED TO THE BUSS BAR AND CONNECTED TO THE GROUND RING ON A GROUND ROD. 2. #2 AWG, INSULATED STRANDED COPPER CABLE IS ACCEPTABLE FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT IMPROVEMENT SITES. 3. 5/8" X 10" GROUND RODS OF SOLID COPPER, STAINLESS STEEL OR COPPER CLAD HIGH STRENGTH STEEL. 4. ABOVE GRADE CONNECTIONS SHALL BE BURNDY HYGROUND COMPRESSION. BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC WELD OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM FOR BONDING AS SPECIFIED. 5. XIT OR ADVANCED GROUNDING ELECTRODE (AGE), ALL CHEMICAL GROUND RODS SHALL BE UL APPROVED. 6. SOLID COPPER PLATES OF MINIMUM 3'X3'X1/4" SIZE AS SPECIFIED. 7. NOALOX OR APPROVED EQUAL CONDUCTIVE MEDIUM MATERIAL SHALL BE USED IN ALL MECHANICAL CONNECTIONS. 8. #2 AWG STRANDED INSULATED (GREEN) FOR ALL INTERNAL EQUIPMENT GROUNDING. 9. MECHANICAL FASTENERS (I.E., DOUBLE LUGS, SPLIT BOLTS PARALLEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER OR STAINLESS STEEL AND HAVE NOALOX BETWEEN CONDUCTOR AND CONNECTION. 10. BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL CONNECTORS SHALL BE STAINLESS STEEL WITH STAR TYPE STAINLESS STEEL LOCK WASHERS. 11. ALL LUG TUBE FASTENERS SHALL PROVIDE TWO HOLES TO ALLOW A DOUBLE BOLT CONNECTION. 3.2 MASTER GROUND BAR (MGB): THE PURPOSE OF THE MASTER GROUND BAR IS TO GROUND THE BTS AND ANY OTHER METALLIC OBJECTS AROUND THE BTS. IF AN MGB IS NOT PROVIDED WITH THE BTS, THE MGB SHALL BE AS FOLLOWS: THE MGB IS A COPPER BAR MEASURING 4"W X 24"L X 1/4" LOCATED AS CLOSE TO THE BTS AS POSSIBLE. THE MGB SHALL HAVE A MINIMUM NUMBER OF (28) 3/8" HOLES. GROUND BAR SHALL BE SUPPORTED BY MOUNTING BRACKETS WITH INSULATOR STANDOFFS. (2) #2 TINNED SHALL BE MECHANICALLY ATTACHED (2-HOLE COMPRESSION LUG 3/8" HOLES, 1" CENTER TO CENTER SPACING) TO THE MGB AND DOWN LEADS THEN TAKEN THROUGH CONDUIT TO THE GROUND RING. THIS CONDUCTOR SHALL BE KEPT SEPARATE AND ISOLATED UNTIL TERMINATING AT THE MAIN GROUNDING POINT, (I.E. EXTERIOR GROUND RING OR BUILDING STEEL). 3.3 ANTENNA GROUND BAR (AGB): THE PURPOSE OF THE ANTENNA GROUND BAR IS PRIMARILY FOR LIGHTNING PROTECTION. COAXIAL CABLE IS USUALLY THE ONLY ITEM GROUNDED TO THIS BAR. HOWEVER IT IS ACCEPTABLE TO BOND EXTERIOR; CABLE TRAY, WAVE GUIDE PORTS AND CANTILEVERED WAVE GUIDE BRIDGES TO THE AGB. THE AGB IS A COPPER BAR MEASURING 4"W X 24"L X 1/4". THERE SHALL BE TWO AGBS, ONE LOCATED AT THE TOP OF THE TOWER AT THE START OF THE VERTICAL RUN OF COAX, THE OTHER AT THE BOTTOM OF THE VERTICAL RUN OF COAX BEFORE IT MAKES ITS BEND. (IF THE TOWER IS OVER 200' THERE SHALL BE A THIRD AGB LOCATED AT HE MIDDLE OF THE TOWER).THE AGB SHALL HAVE A MINIMUM OF (28) 3/8" HOLES. GROUND BARS SHALL BE SUPPORTED BY MOUNTING BRACKETS WITH INSULATOR STANDOFFS. USE #2 AWG SOLID TINNED WIRE W/ 2-HOLE SHORT BARREL COMPRESSION LUGS 3/8" HOLES, 1" CENTER TO CENTER SPACING). THIS CONDUCTOR SHALL BE KEPT SEPARATE AND ISOLATED UNTIL TERMINATING AT THE MAIN GROUNDING POINT (I.E. EXTERIOR GROUND RING, OR BUILDING STEEL.)GROUNDING RISER SCALE: NONE 1 MECHANICAL CONNECTION/DOUBLE HOLE LUG TYPE CONNECTION EXOTHERMIC WELD NEW GROUNDING WIRE EXISTING ANTENNA/EQUIPMENT NEW ANTENNA/EQUIPMENT RELOCATED ANTENNA/EQUIPMENT LEGEND EXISTING ANTENNA GROUND BAR (TYP. 1 PER SECTOR) NEW #6 AWG STRANDED GREEN JACKETED GROUND WIRE FROM ANTENNA SECTOR GROUND BAR TO NEW AHLOA'S (TYP.) NEW #2 AWG SOLID TINNED GROUND WIRE FROM ANTENNA SECTOR GROUND BAR TO NEW ANTENNA MAST PIPE (TYP.) AHFIG AHLOA ANTENNA SECTOR BATTERY CABINET PLINTHPLINTH FSEB AMIA GB SITE SUPPORT CABINET PLATFORM GRADE GROUND RING MGB OVP NOTE: CONTRACTOR TO INSTALL/REPLACE NEW OR MISSING GROUND BARS AS REQUIRED. BREAKOUT BOX BREAKOUT BOX BREAKOUT BOX OVP OVP GR-2 GROUNDING DETAILS NOTE: THE FOLLOWING SYMBOLS SHOWN ARE HARGER ULTRAWELD EXOTHERMIC CONNECTIONS WITH PART NUMBERS BELOW. THESE CONNECTIONS MAY BE CROSS-REFERENCED WITH CADWELD CONNECTIONS WHICH ARE SHOWN IN PARENTHESIS 3/8" X 1-1/4" STAINLESS STEEL HEX BOLT STAINLESS STEEL HARDWARE GROUNDING CABLE GROUND BAR TWO HOLE COPPER COMPRESSION TERMINAL STAINLESS STEEL 3/4"x3/8" O.D. FLAT WASHER (TYP.) STAINLESS STEEL LOCKWASHER (TYP.) EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYP.) GROUNDING CABLE STAINLESS STEEL FLAT WASHER (TYP.) 1. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS 2. NO CRIMPING OF SOLID #2. USE EXOTHERMIC WELD ONLY STAINLESS STEEL NUTS (TYP.) SECTION "A-A"ELEVATION A A (GL) LE VA (VS) HB (HS) HD (HA) PT (PT) (SS) BS (GR) GT (XA) XX BD, BE, BU (LJ) VA (VH) (GT) GO (TA) RT GROUND BAR DETAIL SCALE: NONE 3 GROUND BAR CONNECTION DETAIL SCALE: NONE 1 EXOTHERMIC WELD TYPES SCALE: NONE 2 1/4" THK ELECTRICAL TINNED GROUND BAR HARGER OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION INSULATORS (UNLESS NOTED OTHERWISE) 3/8" STAINLESS STEEL LOCKWASHERS WALL MOUNTING BRACKET 3/8" STAINLESS STEEL BNLF BOLTS EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD CONTRACTOR SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "N", "I") WITH 1" HIGH LETTERS 7. 6. 5. 4. 3. 2. 1. KEY NOTES: #2 AWG SOLID TINNED EXOTHERMIC WELD USE THEFT PROOF FASTENERS ON ALL GROUND BARS COMMSCOPE PART# MTC9674KEY 1 5 7 7 6 4 3 2 TO GROUND P A N I EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION SECTION "P" - SURGE PRODUCERS ·COLLECTOR GROUND BAR ·GENERATOR FRAMEWORK (IF AVAILABLE) ·TELCO GROUND BAR ·COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND ·FIBER GROUND BAR ·EQUIPMENT ROOM COLLECTOR GROUND BAR ·HVAC ·RECTIFIER FRAMES SECTION "A" - SURGE ABSORBERS ·INTERIOR GROUND RING ·EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) ·METALLIC COLD WATER PIPE (IF AVAILABLE) ·BUILDING STEEL (IF AVAILABLE) ·AC POWER SECTION "N" - NON-ISOLATED GROUND ZONE EQUIPMENT ·MISCELLANEOUS NON-ISOLATED GROUND ZONE EQUIPMENT ·CABLE TRAY SYSTEM ·EQUIPMENT FRAMES ·BATTERY RACKS ·DC POWER SECTION "I" - ISOLATED GROUND ZONE ·ISOLATED EQUIPMENT FRAMES ·ISOLATED GROUND BAR - IGB NOTES: -EXTERIOR GROUND BARS TO BE TIN PLATED -HARDWARE SHALL BE STAINLESS STEEL -CONTRACTOR SHALL GROUP INCOMING WIRES -CONTRACTOR TO APPLY 'KOPR-SHIELD' TO ALL CONNECTIONS NOTE: CONTRACTOR TO INSTALL/REPLACE NEW OR MISSING GROUND BARS AS REQUIRED. ST R U C T U R A L ME C H A N I C A L TE L E C O M M U N I C A T I O N LA N D S U R V E Y I N G CIV I L AQ U A T I C AC C E S S I B I L I T Y C O N S U L T I N G DE S I G N & P R O G R A M M A N A G E M E N T PL U M B I N G EL E C T R I C A L WT G R O U P 26 7 5 P r a t u m A v e n u e | H o f f m a n E s t a t e s , I L 6 0 1 9 2 T: 2 2 4 . 2 9 3 . 6 3 3 3 | F : 2 2 4 . 2 9 3 . 6 4 4 4 wte n g i n e e r i n g . c o m © En g i n e e r i n g w i t h P r e c i s i o n , P a c e a n d P a s s i o n . CO P Y R I G H T 2 0 2 2 T H E W - T G R O U P , L L C REVISIONS DATEISSUED FOR 03/28/22FOR CLIENT REVIEWA 72 5 S . W A S H B U R N S T R E E T ML 9 4 4 6 6 A OS H K O S H , W I 5 4 9 0 3 EXPIRES: 07/31/22 OS H K O S H B A R R E L W T BY JEG REV. En g i n e e r i n g Ÿ D e s i g n Ÿ C o n s u l t i n g JOB: T2200203 CHECK: JKR DRAWN: JEG SIGNED: 05/26/22 05/06/22RFDS REVISIONB JEG 05/25/22FINALS0 APK