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HomeMy WebLinkAboutMW07212A- MW07212A-0002427787-FCD REV 1-03-20-25.pdfSHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 TITLE SHEET T-1 REV DESCRIPTION DATE INITIALS 1 PCD'S 12/12/24 TL 2 FCD'S 01/08/25 LS 3 FCD'S REV1 03/20/25 EM T-MOBILE SITE # MW07212A T-MOBILE SITE NAME LATTICE/126TH & MERIDIAN SITE ADDRESS 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 SCOPE OF WORK DRIVING DIRECTIONS SITE INFORMATION DRIVING DIRECTIONS FROM INDIANAPOLIS INTERNATIONAL AIRPORT AT 7800 COL. H. WEIR COOK MEMORIAL DR, INDIANAPOLIS, IN 46241: 1. HEAD NORTHEAST ON COL. H. WEIR COOK MEMORIAL DR 105 FT 2. SLIGHT RIGHT ONTO THE RAMP TO S SERVICE RD 0.2 MI 3. KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR I-70/W PERIMETER RD/TERMINAL LOADING DOCK/AIRPORT FIRE STATION 243 FT 4. SLIGHT RIGHT ONTO S SERVICE RD 377 FT AND 5. TURN RIGHT ONTO W PERIMETER RD 0.4 MI 6. TURN RIGHT ONTO N SERVICE RD 0.1 MI 7. TURN RIGHT TO MERGE ONTO COL. H. WEIR COOK MEMORIAL DR 0.5 MI 8. USE THE 2ND FROM THE LEFT LANE TO TAKE THE RAMP TO I-465 E/I-74 E/INDIANAPOLIS/I-70 W 0.7 MI 9. USE THE RIGHT LANE TO TAKE THE INTERSTATE 465 S/INTERSTATE 74 E RAMP 1.5 MI 10. KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR I-465 N/I-74 W AND MERGE ONTO I-465 N/I-74 2.5 MI 11. CONTINUE STRAIGHT ONTO I-465 N 19.7 MI 12. USE THE RIGHT LANE TO TAKE EXIT 31 TOWARD US-31 N 0.1 MI 13. USE THE RIGHT LANE TO MERGE ONTO US-31 N VIA THE RAMP TO WESTFIELD/KOKOMO 3.5 MI 14. TAKE EXIT 127 TOWARD W MAIN ST 0.3 MI 15. AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO W MAIN ST 0.3 MI 16. AT THE TRAFFIC CIRCLE, TAKE THE 1ST EXIT AND STAY ON W MAIN ST 0.1 MI 17. AT THE TRAFFIC CIRCLE, TAKE THE 2ND EXIT AND STAY ON W MAIN ST 0.5 MI 18. MAKE A U-TURN AT BRIGHTON AVE 0.2 MI 19. TURN RIGHT 213 FT DESTINATION WILL BE ON THE LEFT TOTAL TRAVEL ESTIMATE: 30.8 MI, 34 MINS SHEET INDEX AERIAL MAP PROJECT CONTACTS HUB PROJECT APPLICABLE CODES PROFESSIONAL LICENSURE LATITUDE:N 39° 58' 37.10" / N 39.97697691 (NAD 83) LONGITUDE:W 86° 10' 10.70" / W -86.1696343 (NAD 83) GROUND ELEVATION:864' (AMSL) SITE TYPE:MONOPOLE JURISDICTION:CITY OF CARMEL COUNTY:HAMILTON ALL WORK AND MATERIALS SHALL BE PERFORMED AND 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 THE LATEST EDITIONS OF THE FOLLOWING CODES: 1. INDIANA BUILDING CODE 2014 2. INDIANA RESIDENTIAL CODE 2020 3. NATIONAL ELECTRIC CODE (NEC) 2008 4. INDIANA MECHANICAL CODE 2014 5. INDIANA FIRE CODE 2014 6. INDIANA FUEL GAS CODE 2014 7. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 8. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION 9. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING 10.TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STRUCTURAL STANDARDS FOR STEEL TOWER AND ANTENNA SUPPORTING STRUCTURES 11.REQUIREMENTS FOR TELECOMMUNICATIONS GENERAL NOTES CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. FOR SITES WHERE A CRANE IS NECESSARY, THE CONTRACTOR SHALL CONFIRM AN UNOBSTRUCTED ROUTE FOR THE CRANE FROM PUBLIC ROAD TO TOWER SITE PRIOR TO CONSTRUCTION. NO AERIAL OBSTRUCTIONS UNDER FIFTEEN FEET ABOVE GRADE, INCLUDING AERIAL UTILITY LINES, ARE ALLOWED ALONG SAID CRANE ROUTE. GC SHALL CONTACT THE A&E FIRM PRIOR TO BIDWALK AND CONSTRUCTION START TO CONFIRM THAT DRAWINGS ARE THE MOST RECENT SET. I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIREMENTS OF THE GOVERNING LOCAL BUILDING CODE. LICENSED PROFESSIONAL STATE OF INDIANA LICENSE# PE11900374 EXPIRES: 07/31/2026 SIGNED: 03/20/2025 SITE LOCATION APPLICANT: T- MOBILE 1400 OPUS PLACE DOWNERS GROVE, IL 60515 PHONE: (773) 444-5400 ENGINEERING CONTACT: CONCORDIA WIRELESS GM SADAT, PE PHONE: (847) 708-7500 FAX: (847) 589-0643 SITE ACQUISITION CONTACT: CONCORDIA WIRELESS ALEKSEY POLSHCHAKOV PHONE: (224) 239-6307 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. GC SHALL CONTACT THE A&E FIRM PRIOR TO BID WALK AND CONSTRUCTION START TO CONFIRM THAT DRAWINGS ARE THE MOST RECENT SET. R Know what's below. Call 811 before you dig. SCOPE OF WORK INCLUDES: 1. INSTALLATION OF (1) NEW V1 CABINET 2. INSTALLATION OF (2) NEW AMIA'S W/ (7) NEW NODES INSIDE NEW V1 CABINET 3. INSTALLATION OF (4) NEW FIBER MUX UNITS INSIDE NEW V1 CABINET 4. INSTALLATION OF (1) NEW IXR-E ROUTERS INSIDE NEW V1 CABINET 5. INSTALLATION OF (1) NEW PATCH PANEL INSIDE NEW V1 CABINET 6. INSTALLATION OF (1) NEW 200 AMP BREAKER INSIDE PPC FOR NEW V1 7. INSTALLATION OF (1) NEW 2" UNDERGROUND RIGID RMC FIBER CONDUIT FROM FIBER MEET ME POINT TO V1 CABINET SHEET DESCRIPTION T-1 TITLE SHEET A-1 COMPOUND PLAN A-1A EQUIPMENT LAYOUT A-2 NEW EQUIPMENT SPECIFICATIONS A-2A FIBER MUX UNIT SPECIFICATIONS A-2B NEW EQUIPMENT SPECIFICATIONS A-3 PORT MATRIX E-1 UTILITY SITE PLAN E-1A FIBER PATHWAY EG-1 PROPOSED SITE GROUNDING DIAGRAM SP-1 GENERAL NOTES AND SPECIFICATIONS BATTERY 3 CABINET HP LARGE 3 SSC OV P OV P V1 3' - 0 " M I N . P P C C L E A R A N C E RE Q U I R E M E N T PPC XX X X COMPOUND PLAN SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 A-11COMPOUND PLAN SCALE: 1/4"=1'-0" (1/4"=2'-0" IF 11 X 17 SHEET SIZE)N EXISTING WOODEN FENCE COMPOUND EXISTING GRAVEL AREA EXISTING H-FRAME W/ METERS EXISTING MONOPOLE EXISTING T-MOBILE 8'-3"X12'-11" STEEL PLATFORM W/ EXISTING AND NEW EQUIPMENT EXISTING WOODEN FENCE DOUBLE GATE EXISTING T-MOBILE 200AMP PPC W/ 200AMP SERVICE DISCONNECT TO REMAIN EXISTING CONCRETE PAD EXISTING OTHER CARRIER'S STEEL PLATFORM W/ EQUIPMENT EXISTING OTHER CARRIER'S ICE BRIDGE (TYP.) EXISTING OTHER CARRIER'S SHELTER W/ EQUIPMENT EXISTING SHELTER STAIR EXISTING SHELTER DOOR EXISTING OTHER CARRIER'S GENERATOR ON STEEL PLATFORM EXISTING T-MOBILE ICE BRIDGE EXISTING TREE LINE (TYP.) NEW T-MOBILE V1 CABINET TO BE INSTALLED IN THIS LOCATION TRAFFIC SIGNAL HORIZONTAL CONTROL POINT VALVE BOX IRON PIPE SET IRON PIPE FOUND BUFFALO BOX SIGN MANHOLE LIGHT STANDARD CATCH BASIN LEGEND & SYMBOLS UTILITY POLE FIRE HYDRANT TELCO PEDESTAL ROW MARKER HANDICAPPED PARKING SPACE UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER LINE UNDERGROUND GAS LINE OE/OT OVERHEAD WIRES CHAIN LINK FENCE EXISTING GUARDRAIL CONTOUR W/ELEVATION WOOD FENCE IRON FENCE TREE LINE 777 UE UG FO CONCRETE ASPHALT GRAVEL CULTIVATED FIELD GRASS AREA INLET ICE BRIDGE STEEL PLATFORM PROPERTY LINE LOT LINE CENTER LINE LEASE AREA LINE UTILITY EASEMENT LINE UNDERGROUND STORM/SANITARY SEWER LINESS/SA UNDERGROUND TELCO LINEUT W COM W COM UNDERGROUND WATER LINE UNDERGROUND COMMUNICATION/MONITORING LINE CONIFEROUS TREE W/SIZE BRUSH CT10" DECIDUOUS TREE W/SIZE DT10" EXISTING GRAVEL DRIVEWAY EXISTING WOODEN FENCE SINGLE GATE EXISTING TRANSFORMER ON EXISTING CONCRETE PAD EXISTING FIBER MARKER (TYP.) EXISTING FIBER HANDHOLE (TYP.) EXISTING FIBER HANDHOLD TO BE UTILIZED AS THE FIBER MMP; T-MOBILE GC TO PULL FIBER FROM THIS LOCATION BATTERY 3 CABINET HP LARGE 3 SSC OV P OV P V1 2'-6" 8" 6" 5' - 8 " 8' - 3 " 12'-11" 3' - 0 " M I N . P P C C L E A R A N C E RE Q U I R E M E N T PPC BATTERY 3 CABINET OV P OV P HP LARGE 3 SSC 3' - 2 " 8' - 3 " 12'-11" 3' - 0 " M I N . P P C C L E A R A N C E RE Q U I R E M E N T PPC EQUIPMENT LAYOUT SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 A-1A2PROPOSED COMPOUND PLAN SCALE: 1/2"=1'-0" (1/2"=2'-0" IF 11 X 17 SHEET SIZE)N LEGEND EQUIPMENT TO REMAIN NEW EQUIPMENT TO BE INSTALLED IMPORTANT NOTES: 1. GC TO CONNECT AND TEST (3) CAT6 CABLES BETWEEN SYSTEM MODULES INSIDE HP LARGE SSC3 TO V1 CABINET. LABEL CABLES 1 TO 3. BANDS OF TAPE ARE SUFFICIENT. PLEASE MAKE THEM ALL THE SAME COLOR. 2. GC TO INSTALL CSR-IXRe IN THE HPL3 TO BE POWERED AND READY FOR USE/OPERATION. GC TO LEAVE ALL SFPS AND FIBERS ON SITE. 3. HUB ROUTERS ARE TO REMAIN IN HUB CABINETS, DO NOT RELOCATE TO HPL3/SSC UNLESS OTHERWISE APPROVED VIA EMAIL BY T-MOBILE MANAGER. EXISTING EQUIPMENT TO BE RELOCATED EXISTING T-MOBILE 8'-3"X12'-11" STEEL PLATFORM W/ EXISTING AND NEW EQUIPMENT EXISTING T-MOBILE 200A PPC EXISTING T-MOBILE ICE BRIDGE (TYP.) RELOCATED H-FRAME WITH (2) OVP'S EXISTING T-MOBILE BBU EXISTING T-MOBILE HPL3 SSC GC TO INSTALL (1) NEW 200AMP BREAKER INSIDE EXISTING PPC FOR NEW V1 CABINET GC TO INSTALL NEW T-MOBILE V1 CABINET IN THIS LOCATION GC TO INSTALL (1) NEW IXR-E ROUTER INSIDE NEW V1 CABINET GC TO INSTALL (2) NEW AMIA W/ (7) NEW NODES INSIDE NEW V1 CABINET GC TO INSTALL (4) NEW FIBER MUX UNITS INSIDE NEW V1 CABINET NEW FIBER DEMARC (PATCH PANEL) TO BE INSTALLED INSIDE NEW V1 CABINET EXISTING T-MOBILE GPS ANTENNA RELOCATED T-MOBILE FIBER CABINET 1 EXISTING COMPOUND PLAN SCALE: 1/2"=1'-0" (1/2"=2'-0" IF 11 X 17 SHEET SIZE)N EXISTING STEEL STAIRS EXISTING WOODEN FENCE EXISTING STEEL STEPS EXISTING T-MOBILE 8'-3"X12'-11" STEEL PLATFORM W/ EXISTING AND NEW EQUIPMENT EXISTING T-MOBILE 200A PPC EXISTING T-MOBILE ICE BRIDGE (TYP.) GC TO RELOCATE EXISTING H-FRAME WITH (2) OVP'S EXISTING T-MOBILE BBU EXISTING T-MOBILE HPL3 SSC EXISTING T-MOBILE GPS ANTENNA GC TO RELOCATE EXISTING T-MOBILE FIBER CABINET EXISTING STEEL STAIRS EXISTING WOODEN FENCE EXISTING STEEL STEPS PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 1 DELTA AIRSCALE V1 POWER CABINET N.T.S. NEW EQUIPMENT SPECIFICATIONS A-2 Thermal managementAirscale V1 Power Cabinet Specification Product Features Compact design for equipment, power and battery: • 30RU supports 3 Airscale radios and transport equipment • 400A @ -48V power system • Slimline high efficiency rectifier • ORION Touch screen Controller • 210Ah single string battery compartment Direct air cooling solution with optional Gore filter Easy slide-in filter replacement Corrosion resistant aluminum construction Powder coated high gloss finish Designed to GR-487specification Model 1. General Construction Dimensions (W x H x D) Weight Internal rack dimension Airscale V1 Power Cabinet Aluminum enclosure 30 x 72 x 41 inch (766 x 1829 x 1045 mm) ~500 lbs (270kg) (without customer equipment or batteries) Total Equipment space, 30RU: Horizontal rack: 19" x 24RU 2 Vertical racks: 19" x 3RU Power System space: 23" x 6RU Battery Compartment: 8RU isolated Mounting options Finish Safety 2. Environment Operating temperature Protection class Cooling Heating 4. Equipment Cable Entry Door latch Primary ground Lifting Ears Standard equipment Knock-out plate on each upper side wall Additional knockouts each side (1) 3” conduit hole with hole plug 3 point latching, 5/16 nut driver tool, pad-locking capability 10 position ground bar 4 Lifting Tabs AC Load Center AC Surge Protection GFCI Receptacle 19kW (N+1) Power System with DIN rail distribution: 8 rectifier positions (3)50A DPR2900 rectifiers included 18 poles for load (3) 50A, (2) 10A load circuit breakers included 8 poles for V2 feeds (breakers and cables come with V2 cabinets) 3 battery landings, 200A (4 pole) breaker in battery compartment SB350 generator connector LVD over-ride switch Adjustable battery tray holds (1) 185-210Ah battery AC powered heaters (2) 700W DC Power Blower DAC's with MERV-13 Filter (3) Equipment DC Power Axial Fan DAC (2) Battery compartment Clogged Filter alarm pressure switch Door intrusion alarm Alarm termination blocks (1) Thermal Probe Pad-mount, plinth option Polyester Powder Paint (Tan) UL Listed , IEC / EN 60950 -20°C to +50 °C (-4°F to +122 °F) IP55 designed to GR-487 Equipment: Direct air cooling (3) MERV-13 filters or optional Gore filters Battery: Direct air cooling (2) Axial Fans Equipment: Forced air heating (2) 700W AC heaters PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 FIBER MUX UNIT SPECIFICATIONS A-2A1NOKIA 1830 VWM PASSIVE TYPE ||: SFD8 N.T.S. PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 NEW EQUIPMENT SPECIFICATIONS A-2B SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 AIRSCALE SM INDOOR AMIA 22.5 mm |0.9 in 4 0 0 m m |1 5 .7 i n 447 mm |17.6 in 12 8 . 5 m m | 5. 2 i n PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 PORT MATRIX 1 PORT MATRIX SCALE: N.T.S.A-3 IMPORTANT NOTE: GC TO VERIFY PRIOR CONSTRUCTION FOR THE LATEST PORT MATRIX PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 BATTERY 3 CABINET HP LARGE 3 SSC OV P OV P V1 3' - 0 " M I N . P P C C L E A R A N C E RE Q U I R E M E N T PPC UTILITY SITE PLAN SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 E-11COMPOUND PLAN SCALE: 1/2"=1'-0" (1/2"=2'-0" IF 11 X 17 SHEET SIZE)N 42 " M I N . 12 " SAND 6" WIDE UTILITY WARNING TAPE (8" TO 12" BELOW GRADE) ENTIRE LENGTH OF TRENCH. RESTORE SURFACE COURSE AND BASE COURSE MATERIAL ORIGINAL CONDITION NATIVE SOIL, COMPACTED AS REQUIRED TO PREVENT SETTLEMENT 4" FINISHED GRADE 6"12"6" CA-6 GRAVEL COMPACTED TO 95% STANDARD PROCTOR USE THIS SECTION UNDER GRASS OR LAWN AREA USE THIS SECTION UNDER PAVEMENT OR VEHICLE TRAFFIC AREA ELECTRICAL CONDUIT SEE THIS SHEET FOR SIZE FIBER CONDUIT SEE THIS SHEET FOR SIZE N.T.S. JOINT UTILITY TRENCH DETAIL3 N.T.S. PPC DETAILS2 IMPORTANT NOTES: 1. GC TO RUN (1) 2” CONDUIT FROM THE HPL3 TO THE V1 CABINET; RUN THIS CONDUIT FROM PORT PLATE OR MID CAB KNOCKOUT ON LEFT SIDE OF HPL3 TO THE PORT PLATE ON RIGHT SIDE OF V1. DO NOT LAND CONDUIT ON THE V2.0 OR V2.1 2. THE 2" CONDUIT FROM HPL3 TO THE V1 CABINET SHALL CONTAIN 10 LC/UPC DUPLEX FIBERS. LABEL EACH FIBER ON BOTH ENDS 1 TO 10. GC TO PROVIDE FIBER. FIBER LENGTH TO BE DETERMINED ON PRE-CON WALK. 3. GC TO CONNECT AND TEST (3) CAT6 CABLES BETWEEN SYSTEM MODULES INSIDE HP LARGE SSC3 TO V1 CABINET. LABEL CABLES 1 TO 3. BANDS OF TAPE ARE SUFFICIENT. PLEASE MAKE THEM ALL THE SAME COLOR. 4. GC TO INSTALL CSR-IXRe IN THE HPL3 TO BE POWERED AND READY FOR USE/OPERATION. GC TO LEAVE ALL SFPS AND FIBERS ON SITE. 5. ALL ROUTERS IN SSC: SAR-F, SAR-M, SAR-8, SAS-MXP, ETC TO BE RELOCATED TO NEW HPL3 SSC AND TO BE UTILIZED TO GET ON-AIR TECHNOLOGIES BACK ON-AIR IMMEDIATELY IN ORDER TO MINIMIZE OUTAGE AND CUSTOMER IMPACT 6. HUB ROUTERS ARE TO REMAIN IN HUB CABINETS, DO NOT RELOCATE TO HPL3/SSC UNLESS OTHERWISE APPROVED VIA EMAIL BY T-MOBILE MANAGER. LEGEND G UF UNDERGROUND ELECTRIC CONDUIT FIBER OPTIC CONDUIT ELECTRIC CONDUIT UE UNDERGROUND FIBER OPTIC CONDUIT GROUND CONDUIT FO E UG UNDERGROUND GAS CONDUIT IMPORTANT NOTES: 1. GC TO RUN (1) 2” CONDUIT FROM THE HPL3 TO THE V1 CABINET; RUN THIS CONDUIT FROM PORT PLATE OR MID CAB KNOCKOUT ON LEFT SIDE OF HPL3 TO THE PORT PLATE ON RIGHT SIDE OF V1. DO NOT LAND CONDUIT ON THE V2.0 2. THE 2" CONDUIT FROM HPL3 TO THE V1 CABINET SHALL CONTAIN 10 LC/UPC DUPLEX FIBERS. LABEL EACH FIBER ON BOTH ENDS 1 TO 10. GC TO PROVIDE FIBER. FIBER LENGTH TO BE DETERMINED ON PRE-CON WALK. BIDDING & CONSTRUCTION NOTE: WIRE SIZES SHOWN ARE ESTIMATED MINIMUMS. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND COMPLY WITH THE APPLICABLE LOCAL ELECTRICAL AND BUILDING CODES IN ADDITION TO NEC 2011 AND FOLLOW WHICHEVER IS MORE CONSERVATIVE. CONTRACTOR SHALL ESTIMATE PHASE CONDUCTOR SIZE & UTILIZE THE APPROPRIATE WIRE SIZE AND TYPE ASSUMING A 2% VOLTAGE DROP. CONTRACTOR TO CONFIRM WITH LOCAL ELECTRICAL INSPECTOR PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO CONSTRUCTION START. IMPORTANT NOTE: ALL UNISTRUT, FASTENERS, HARDWARE, ETC; ARE TO BE EITHER HOT-DIPPED GALVANIZED OR STAINLESS STEEL. GENERAL CONTRACTOR SHALL NOT USE ZINC-PLATED OR PRE-GALVANIZED 32 UF NEW T-MOBILE V1 CABINET TO BE INSTALLED IN THIS LOCATION EXISTING T-MOBILE 200AMP PPC TO REMAIN GC TO INSTALL (1) NEW 200AMP BREAKER INSIDE EXISTING PPC FOR NEW V1 CABINET UTILITY LEGEND NO.FROM TO WIRE QTY. & TYPE GROUND CONDUIT SIZE FUNCTION APPROXIMATE CONDUIT LENGTH PPC V1 CABINET (2) 3/0 & (1) 1/0 (1) #4 2" RIGID RMC (ABOVE GROUND), UNDERGROUND SCH. 40 GREY PVC (TRENCHING) POWER ±9' HP LARGE 3 SSC V1 CABINET FIBER CABLE N/A 2" RIGID RMC (ABOVE GROUND), UNDERGROUND SCH. 40 GREY PVC (TRENCHING) FIBER ±8' FIBER MEET ME POINT: EXISTING HANDHOLE PATCH PANEL INSIDE V1 CABINET FIBER CABLE N/A 2" RIGID RMC (ABOVE GROUND), UNDERGROUND SCH. 40 GREY PVC (TRENCHING) FIBER ±136' HP LARGE 3 SSC FIBER & POWER PULL BOX 3 PAIRS OF #2 FOR EACH OVP N/A 2" RIGID RMC (ABOVE GROUND), UNDERGROUND SCH. 40 GREY PVC (TRENCHING) POWER ±25' HP LARGE 3 SSC FIBER & POWER PULL BOX GPS CABLE, OVP ALARM WIRE &FIBER N/A 2" RIGID RMC (ABOVE GROUND), UNDERGROUND SCH. 40 GREY PVC (TRENCHING) TELCO ±25' EXISTING FIBER CABINET HP LARGE 3.1 SSC (1) CAT-6 CABLE N/A 1" RIGID RMC TELCO ±23' EXISTING FIBER CABINET HP LARGE 3.1 SSC (2) #12 (1) #6 1" RIGID RMC POWER ±23' 2 1 NOTE: * THE CONDUIT LENGTH GIVEN IS BASED ON THE DRAWING +15%. THE EXACT LENGTH TO BE VERIFIED IN FIELD. GC TO VERIFY LENGTHS AFTER COORDINATING W/ SERVICE UTILITY COMPANIES. 3 UE/UF 4 4 RELOCATED T-MOBILE FIBER CABINET 5 6 UE/UF UE /U F UE /U F RELOCATED T-MOBILE H-FRAME WITH (2) OVP'S 1 5 7 6 7 PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 BATTERY 3 CABINET HP LARGE 3 SSC OV P OV P V1 3' - 0 " M I N . P P C C L E A R A N C E RE Q U I R E M E N T PPC XX X X FIBER PATHWAY SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 E-1A1FIBER PATHWAY SCALE: 1/16"=1'-0" (1/16"=2'-0" IF 11 X 17 SHEET SIZE)N EXISTING TREE LINE (TYP.) TRAFFIC SIGNAL HORIZONTAL CONTROL POINT VALVE BOX IRON PIPE SET IRON PIPE FOUND BUFFALO BOX SIGN MANHOLE LIGHT STANDARD CATCH BASIN LEGEND & SYMBOLS UTILITY POLE FIRE HYDRANT TELCO PEDESTAL ROW MARKER HANDICAPPED PARKING SPACE UNDERGROUND ELECTRIC LINE UNDERGROUND FIBER LINE UNDERGROUND GAS LINE OE/OT OVERHEAD WIRES CHAIN LINK FENCE EXISTING GUARDRAIL CONTOUR W/ELEVATION WOOD FENCE IRON FENCE TREE LINE 777 UE UG FO CONCRETE ASPHALT GRAVEL CULTIVATED FIELD GRASS AREA INLET ICE BRIDGE STEEL PLATFORM PROPERTY LINE LOT LINE CENTER LINE LEASE AREA LINE UTILITY EASEMENT LINE UNDERGROUND STORM/SANITARY SEWER LINESS/SA UNDERGROUND TELCO LINEUT W COM W COM UNDERGROUND WATER LINE UNDERGROUND COMMUNICATION/MONITORING LINE CONIFEROUS TREE W/SIZE BRUSH CT10" DECIDUOUS TREE W/SIZE DT10" LEGEND UF UNDERGROUND ELECTRIC CONDUIT TELCO CABLE ELECTRIC CABLE UE UNDERGROUND TELCO CONDUIT FO E OVERHEAD FIBER LINEOT (1) NEW 2" UNDERGROUND SCH. 40 GREY PVC TELCO CONDUIT TO BE ROUTED FROM EXISTING HANDHOLD TO NEW PATCH PANEL INSIDE NEW V1 CABINET; GC TO INSTALL (2) PULL-STRINGS INSIDE CONDUIT; GC TO CLEARLY LABEL CONDUIT ABOVE GRADE AS TELCO; ALL TRENCHES MUST BE A MINIMUM OF 42" IN DEPTH AND MARKED WITH METALLIC, DETECTABLE TAPE INSTALLED PER MANUFACTURER'S REQUIREMENTS. APPROXIMATE LENGTH = ±136' GC TO RUN NEW UNDERGROUND CONDUITS WITHIN 24'' OF COMPOUND FENCE APPROXIMATE PROPERTY LINE EXISTING WOODEN FENCE COMPOUND EXISTING GRAVEL AREA EXISTING H-FRAME W/ METERS EXISTING MONOPOLE EXISTING T-MOBILE 8'-3"X12'-11" STEEL PLATFORM W/ EXISTING AND NEW EQUIPMENT EXISTING WOODEN FENCE DOUBLE GATE EXISTING T-MOBILE 200AMP PPC W/ 200AMP SERVICE DISCONNECT TO REMAIN EXISTING CONCRETE PAD EXISTING OTHER CARRIER'S STEEL PLATFORM W/ EQUIPMENT EXISTING OTHER CARRIER'S ICE BRIDGE (TYP.) EXISTING OTHER CARRIER'S SHELTER W/ EQUIPMENT EXISTING SHELTER STAIR EXISTING SHELTER DOOR EXISTING OTHER CARRIER'S GENERATOR ON STEEL PLATFORM EXISTING T-MOBILE ICE BRIDGE NEW T-MOBILE V1 CABINET TO BE INSTALLED IN THIS LOCATION EXISTING GRAVEL DRIVEWAY EXISTING WOODEN FENCE SINGLE GATE EXISTING FIBER HANDHOLD TO BE UTILIZED AS THE FIBER MMP; T-MOBILE GC TO PULL FIBER FROM THIS LOCATION EXISTING TRANSFORMER ON EXISTING CONCRETE PAD EXISTING FIBER MARKER (TYP.) EXISTING FIBER HANDHOLE (TYP.) APPROXIMATE PROPERTY LINE 3 UFUF UF UF UF UF UF UF UF PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 EG-1 GROUNDING NOTES: 1.) UNDERGROUND AND OVERHEAD UTILITY LENGTHS TO BE DETERMINED FROM SITE PLAN. 2.) SEE ELECTRICAL SPECIFICATIONS SECTION 16000 FOR ALL ELECTRICAL AND GROUNDING INSTALLATION REQUIREMENTS. 3.) FOR ORIENTATION OF SITE LAYOUT SEE SITE PLAN, DRAWING. 4.) UDA CABINET FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. 5.) GROUND KITS PROVIDED BY OWNER SHALL BE RETROFITTED TO ACCOMMODATE 2 HOLE LUG CONNECTION AND APPROPRIATE LENGTH. 6.) CONTRACTOR RESPONSIBLE TO PROVIDE OWNER CERTIFICATION OF RESISTIVITY TESTING. 7.) GROUND RODS TO BE INSTALLED AT 10' CENTERS. 8.) ALL GROUND LEADS TO BE SLEEVED IN 34"Ø SCHEDULE 40 PVC CONDUIT AND SEALED W/ SILICON. 9.) GROUND BARS SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. 10.) ALL BENDS IN GROUNDING SYSTEM MUST BE SMOOTH AND WELL ROUNDED AND MAINTAIN BENDING RADIUS. 11.) SEE SITE PLAN FOR COAXIAL ROUTING THIS SHEET IS INTENDED FOR GROUNDING CLARITY ONLY AND IS SCHEMATIC IN DETAIL. 12.) GROUND KITS SHALL BE INSTALLED BETWEEN 8"-18" OF ALL CONNECTORS. 13.) TOWER FOUNDATION DESIGN BY OWNER, INSTALLED BY CONTRACTOR. 14.) ADDITIONAL GROUND KITS TO BE PLACED AT 100' WHEN ANTENNA CENTERLINE IS 200' OR ABOVE. 15.) ALL CONDUITS TO BE SEALED W/ SILICONE TO PROVIDE A WATER TIGHT SEAL. PARALLEL THROUGH CONNECTION OF HORIZONTAL CABLES TYPE PT TYPE GT THROUGH CABLE TO TOP OF GROUND ROD HORIZONTAL SPLICE SPLICE OF HORIZONTAL CABLES PARALLEL HORIZONTAL CONDUCTORS THROUGH CABLE TO GROUND ROD CABLE DOWN AT 45° TO RANGE OF VERTICAL PIPES TYPE VS VERTICAL PIPE CABLE DOWN AT 45° TO VERTICAL STEEL SURFACE INCLUDING PIPE VERTICAL STEEL SURFACE TYPE VS TWO HOLE - LONG BARREL LENGTH TYPE YA-2 COPPER LUGS BOND JUMPER TYPE 2-YA-2 FIELD FABRICATED GREEN STRANDED INSULATED CADWELD CONNECTIONS OR APPROVED EQUAL TO FLAT STEEL SURFACE OR HORIZONTAL PIPE HORIZONTAL STEEL SURFACE TYPE HS "C" CONNECTOR TYPE YGHC HYPRESS BURNDY CONNECTIONS OR APPROVED EQUAL CADWELD DETAILS 4 MECHANICAL GROUND CONNECTION SCALE: N.T.S. PROPOSED SITE GROUNDING DIAGRAM 1. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT AND REMOVE OXIDATION FROM OUTDOOR WEATHERED BARS. 3. APPLY ANTI-OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 4. USE SOLID COPPER WIRE AND MECHANICAL 2-HOLE LUG FOR ALL EXTERIOR GROUNDING. INSTALLATION NOTES: PRIMARY GROUND BAR/ METAL ENCLOSURE HEAT SHRINK (TYP.) 2 HOLE LUG 3/8" HEX NUT 3/8"X1-1/4" HEX BOLT 3/8" LOCKWASHER 3/8"X3/4" FLAT WASHER #6 GRN S/S NUT S/S BOLT (1 OF 2) S/S FLAT WASHER COPPER BUSS 2 STANDARD LUG CONNECTION OF GROUND LEADS TO GROUND BAR DETAIL SCALE: N.T.S. LEGEND 1" 2" 1- GROUND BAR, 4"X 20"X1/4", CONFIRM w/T-MOBILE PROJECT MANAGER THE APPROVED BUSS MFR. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 2-INSULATORS, CONFIRM THE APPROVED BUSS MFR. w/T-MOBILE 3-5/8" LOCKWASHERS, CONFIRM w/T-MOBILE THE APPROVED BUSS MFR. (NEWTON INSTRUMENT CO. CAT. NO. 3015-8 OR EQUIVALENT) 4-WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 OR APPROVED EQUIVALENT (CONFIRM w/T-MOBILE THE APPROVED BUSS MFR.) 5-5/8-11 X 1" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 OR APPROVED EQUIVALENT (CONFIRM w/T-MOBILE THE APPROVED BUSS MFR.) 3 GROUNDING - STANDARD GROUND BAR DETAIL SCALE: N.T.S. S/S BELLEVILLE WASHER S/S FLAT WASHER 2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON ALL SURFACES WITH KOPR-SHEILD. TOOTH WASHER BETWEEN LUG AND STEEL. COAT BELLEVILLES. COAT ALL SURFACES WITH KOPR- 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SHIELD BEFORE MATING. NOTES: 1 TYPICAL GROUNDING DIAGRAM SCALE: NTS MECHANICAL CONNECTION EXOTHERMIC WELD CONNECTION GROUND BAR SYMBOLS LEGEND: BOND DIRECTLY TO TOWER 1. EXISTING GROUNDING NOT SHOWN IN THIS DIAGRAM. GC TO VERIFY EXISTING EQUIPMENT GROUNDING IN FIELD 2. GC TO V.I.F. AND INSTALL ANY MISSING T-MOBILE GROUND BARS ON SITE NOTE: KEY NOTES: #2 SOLID, TINNED BARE COPPER GROUND WIRE FROM GROUND BAR TO GROUND RING (2 REQUIRED).1 2 7 8 9 #2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM UNISTRUT TO GROUND RING 10 19 MASTER GROUND BAR5A 11 #2 AWG GREEN STRANDED CU GROUND WIRE FROM BASE COVP/OVP TO GROUND BAR 12 #2 AWG GREEN STRANDED GROUND CU WIRE FROM CABINET TO CABINET PLINTH 16 #2 AWG SOLID TINNED BARE GROUND CU WIRE FROM BATTERY CABINET TO GROUND RING 13 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM BATTERY CABINET TO MASTER GROUND BAR CABINET GROUND BAR 17 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM LIGHT TO GROUND RING 23A #2 AWG GREEN STRANDED CU GROUND WIRE FROM UNISTRUT TO MASTER GROUND BAR 19A #2 AWG GREEN STRANDED CU GROUND WIRE FROM JUNCTION BOX TO MASTER GROUND BAR 26GROUND BAR5 #6 AWG GREEN STRANDED GROUND CU WIRE FROM GPS ANTENNA TO MASTER GROUND BAR 21 #6 AWG GREEN STRANDED GROUND CU WIRE FROM HYBRID CABLE & MICROWAVE COAX CABLE TO MASTER GROUND BAR #2 AWG GREEN STRANDED GROUND CU WIRE FROM RACK TO GROUND BAR #6 AWG GREEN STRANDED GROUND CU WIRE FROM PPC TO MASTER GROUND BAR 24 24A #2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM PPC TO GROUND RING 25 20 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM SSC TO MASTER GROUND BAR 20A #2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM SSC TO GROUND RING #2 AWG GREEN STRANDED GROUND CU WIRE FROM NEW BATTERY CABINET TO BATTERY CABINET PLINTH 14 #2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM JUNCTION BOX TO GROUND RING 26A #2 AWG GREEN STRANDED COPPER GROUND WIRE FROM ICE BRIDGE/CANOPY TO POST #2 AWG GREEN STRANDED CU GROUND WIRE FROM ICE BRIDGE/ FENCE/ H-FRAME POST TO MASTER GROUND BAR #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM NEW ICE BRIDGE /FENCE/ H-FRAME POST TO GROUND RING2A 4 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM METER SOCKET TO ISOLATED GROUND ROD #2 AWG GREEN STRANDED GROUND CU WIRE FROM LIGHT TO MASTER GROUND BAR 23 #2 AWG GREEN STRANDED COPPER GROUND WIRE FROM ALARM BOX TO CABINET GROUND BAR/ MASTER GROUND BAR 18 3 15 27 #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM GPS ANTENNA TO GROUND RING 21A EXISTING GROUND RING #6 AWG GREEN STRANDED GROUND CU WIRE FROM SSC GROUND BAR TO CIENA/ RAC24 INSIDE 1" ELECTRIC CONDUIT ALONG W/ POWER WIRES #6 AWG GREEN STRANDED GROUND CU WIRE FROM GROUND BAR (NEXT TO BATTERY RACK) TO CIENA/ RAC24 INSIDE 1" ELECTRIC CONDUIT ALONG W/ POWER WIRES #6 AWG GREEN STRANDED GROUND CU WIRE FROM CIENA/RAC24 TO GROUND BAR #2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM CIENA/RAC24 TO TO GROUND RING 25A 25B 25C #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM V1 CABINET TO MASTER GROUND BAR #2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM V1 CABINET TO GROUND RING #2 AWG SOLID, TINNED BARE COPPER GROUND WIRE FROM V2 CABINET TO MASTER GROUND BAR #2 AWG SOLID, TINNED BARE CU GROUND WIRE FROM V2 CABINET TO GROUND RING V1 CABINET 19A 12 13 6 #6 AWG GREEN STRANDED CU GROUND WIRE FROM NEW SYSTEM MODULES/ AMIA'S TO GROUND BAR 6 (TYP.) 28 #6 AWG SOLID TINNED BARE COPPER GROUND WIRE FROM STEEL PLATFORM TO GROUND RING. (4) CORNERS OF PLATFORM GROUNDING 28 PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 GENERAL NOTES & SPECIFICATIONS SP-1 SHEET NUMBER: SHEET TITLE: CHECKED BY: GMSCHECKED BY: RH © 2025 CONCORDIA GROUP, LTD. THESE DOCUMENTS/DRAWINGS ARE PRODUCED BY AND ARE THEREFORE THE INTELLECTUAL PROPERTY OF CONCORDIA GROUP, LTD. DO NOT COPY, REPRODUCE, REVERSE-ENGINEER OR REPLICATE ANY PARTS OF THESE DOCUMENTS/DRAWINGS IN ANY MANNER WITHOUT OBTAINING WRITTEN CONSENT FROM CONCORDIA GROUP, LTD. PROJECT #: MW07212A LATTICE/126TH & MERIDIAN 1531 W MAIN ST (AKA 635 W 131ST ST) CARMEL, IN 46032 361 RANDY RD, UNIT 101 CAROL STREAM, IL 60188 MAIN: (847) 708-7500 1400 OPUS PLACE DOWNERS GROVE, IL 60515 MAIN: (773) 444-5400 FALL PROTECTION CONFINED SPACE ELECTRICAL SAFETY TRENCHING AND EXCAVATION SHELTER (GROUND BUILD/CO-LOCATE ONLY) AC/TELCO INTERFACE BOX(PPC) TOWERS, MONOPOLE BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE HANGERS HOISTING GRIPS BTS EQUIPMENT GENERATORS & LIQUID PROPANE TANK ANTENNA STANDARD BRACKETS, FRAMES, AND PIPES FOR MOUNTING. ANTENNAS (INSTALLED BY OTHERS) TRANSMISSION LINE TRANSMISSION LINE JUMPERS TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS TRANSMISSION LINE GROUND KITS TOWER LIGHTING ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) CONTRACTOR SHALL ESTABLISH GRADE AND LINE STAKES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING. SPRAYING DEVICES. SUCCESSFUL CURING SHALL BE OBTAINED BY USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF SPRINKLERS, AND AND FREE FROM ACID, ALKALI, SALTS, OIL SEDIMENT, AND ORGANIC MATTER. C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE. 10. PROTECTION MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED. FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND A. IMMEDIATELY AFTER PLACEMENT, THE CONTRACTOR SHALL PROTECT THE CONCRETE B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. AND GIVEN APPROVAL TO START PLACEMENT IN WRITING. THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND T-MOBILE HAS PERFORMED A FINAL INSPECTION BEEN APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE T-MOBILE REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAT 24 HOURS IN ADVANCE OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER. CONCRETE PLACEMENT, UNLESS INSPECTION IS WAIVED IN EACH CASE, PLACING OF CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES AND JOINTS INVOLVED IN THE PLACING HAVE 9. PLACING CONCRETE C. ONE SLUMP TEST SHALL BE TAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. B. ONE ADDITIONAL TEST CYLINDER SHALL BE TAKEN DURING COLD WEATHER AND CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. A. FIVE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER FOUNDATION. TWO SHALL BE TESTED @ THREE DAYS, TWO @ TWENTY-EIGHT DAYS. THE FIFTH CYLINDER SHALL BE KEPT SEPARATELY, IF REQUIRED TO BE USED IN THE FUTURE. IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. 8. TESTS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT 15. CONTRACTOR SHALL SUBMIT AT THE END OF THE PROJECT A COMPLETE SET OF AS BUILT DRAWINGS TO T-MOBILE'S PROJECT ENGINEER. GENERAL NOTES (CONT'D): 1. 2. 3. 4. 5. 6. 7. 5. 4. 3. 2. 9. 8. 7. 6. 5. 4. 3. 1. 14. 13. 12. 10. 2. 1. DIVISION 2 - SITE WORK: OF ENGINEERING. NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH COVERED BY THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT CONSTRUCTION. CONSTRUCTION. EROSION CONTROL MEASURES, AS REQUIRED DURING CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING DIVISION 3 - CONCRETE: C172, ASTM C31 AND ASTM C39 UNLESS OTHERWISE NOTED. AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM 4000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH THE MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4".UNLESS OTHERWISE NOTED. DETAILING REINFORCED CONCRETE STRUCTURES (ACI STD-315 LATEST EDITION). DETAILING SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF OF 60,000 PSI (40,000 PSI GRADE MAY BE USED FOR TIES & STIRRUPS). REBARS SHALL BE ASTM A-615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH SPECIFICATION FOR STRUCTURAL CONCRETE. REQUIREMENTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARD EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI 318) BUILDING CODE ALL CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE LATEST OBTAIN SLUMP OVER 3-INCHES. CONTROL TOTAL AIR CONTENT, WATER REDUCING ADMIXTURE PERMITTED TO PERCENT TO 7 PERCENT BY VOLUME. AIR ENTRAINING ADMIXTURE REQUIRED TO AGGREGATE, SLUMP RANGE 3 INCHES TO 5 INCHES, TOTAL AIR CONTENT 4 CONCRETE MINIMUM CEMENT CONTENT FOR 1-INCH MAXIMUM SIZE CONCRETE FOR ALL FOUNDATIONS: 540 LBS PER CUBIC YARD OF #5 BAR AND SMALLER ... 1-1/2" #6 THROUGH #18 ... 2" EXPOSED TO EARTH OR WEATHER: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ... 3" MINIMUM COVER (INCHES) D. C. B. A. WORKING CREW. THIS WILL INCLUDE BUT NOT LIMITED TO: NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR RELOCATED AS DIRECTED BY THE PROJECT MANAGER. EXTREME CAUTION SHOULD WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, AND ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES LEGAL MANNER. CONTAMINATED OR DANGEROUS TRASH AND DEBRIS, AND DISPOSE OF IN A EXCAVATED MATERIAL INCLUDING MATERIAL CLASSIFIED UNSATISFACTORY, REMOVE FROM SITE/OWNER'S PROPERTY ALL WASTE MATERIALS, UNUSED THE CONTRACTOR SHALL CALL UTILITIES PRIOR TO THE START OF CONSTRUCTION.SHALL BE PROVIDED, EXCEPT AS NOTED ON DRAWINGS. DRAWINGS. THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT IN POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED AFFECTED UTILITIES. RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION SAID UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. WHATEVER AS TO THE SFOFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ARCHITECT/ENGINEER AND OWNER (T-MOBILE) ASSUME NO RESPONSIBILITY ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN EXPENSE. INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND REPORTED TO THE PROJECT MANAGER FOR RESOLUTION AND INSTRUCTION, AND DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY JURISDICTION OVER THIS LOCATION. LOCAL GAS, ELECTRIC, TELEPHONE, AND ANY OTHER UTILITY COMPANIES HAVING ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY THE CONTRACTOR WITH COORDINATED WITH THE BUILDING/PROPERTY OWNER. BUILDING/PROPERTY OWNER AND ANY SUCH SHUTDOWN TIME SHALL BE SHALL BE MADE WITH A MINIMUM AMOUNT OF INCONVENIENCE TO THE SUCH INTERRUPTION, AT LEAST 72 HOURS IN ADVANCE. ANY INTERRUPTION SECURE PERMISSION IN WRITING FROM THE BUILDING/PROPERTY OWNER FOR NECESSARY TO INTERRUPT ANY SERVICE OR UTILITY, THE CONTRACTOR SHALL UTILITIES OF THE BUILDING/SITE WITHOUT INTERRUPTION. SHOULD IT BE DURING CONSTRUCTION, THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE CONSTRUCTION. CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING LABEL. REQUIREMENTS OF THE UNDERWRITERS' LABORATORIES (U.L.) AND BEAR THE U.L. (EXCEPT WHERE OTHERWISE NOTED) AND SHALL COMPLY WITH THE ELECTRICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE NEW APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND ORDINANCES. ALL ELECTRICAL CODE (NEC). NATIONAL ELECTRICAL SAFETY CODE, OSHA, AND ALL OF THE LATEST EDITIONS AND INTERIM AMENDMENTS OF THE NATIONAL ALL WORK, MATERIAL, AND EQUIPMENT SHALL COMPLY WITH ALL REQUIREMENTS CONTRACTOR AT NO COST TO THE OWNER. DUE TO DEFECTS IN MATERIALS OR WORKMANSHIP SHALL BE CORRECTED BY THE ACCEPTANCE, UNLESS NOTED OTHERWISE. ANY FAILURE OF EQUIPMENT OR WORK WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL DOCUMENTS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS OR ALL EQUIPMENT FURNISHED AND WORK PERFORMED UNDER THE CONTRACT COST TO THE OWNER OR HIS ARCHITECT/ENGINEER. REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE EQUIPMENT OR MATERIALS WHICH, IN HIS OPINION ARE NOT IN COMPLIANCE WITH T-MOBILE OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY ITS ORIGINAL CONDITION AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED, THE CONTRACTOR SHALL RESTORE THE WORK TO INSPECTION AND TEST SHALL BE UNCOVERED AT THE CONTRACTOR'S EXPENSE; AUTHORITIES. ANY WORK THAT IS ENCLOSED OR COVERED UP BEFORE SUCH COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED BY THE GOVERNING THE CONTRACTOR SHALL NOT ALLOW OR CAUSE ANY OF THE WORK TO BE DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTION. EXISTING STRUCTURES DURING CONSTRUCTION. FIELD VERIFY ALL EXISTING REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROTECTION OF ANY THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING: RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED PERMITS. IT IS THE POSITION OF T-MOBILE TO APPLY FOR PERMITTING AND CONTRACTOR SPECIFICATIONS. REQUIRED TO COMPLETE THE JOB ACCORDING TO THE DRAWINGS AND NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, DRILLING, SLEEPERS AND RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS ELECTRICAL POWER, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE TRANSFORMERS AND DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY WIRES, COPPER-CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, PLATFORM, ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB-FRAME FOR COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE CONTRACTOR WILL INSTALL: OWNER FURNISHED MATERIALS, T-MOBILE "THE COMPANY" WILL PROVIDE AND THE M. L. K. J. I. H. G. F. E. D. C. B. A. O. N. GENERAL NOTES: THE EQUIPMENT AFTER PICKING UP. OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR WITH ALL APPURTENCES REQUIRED TO PLACE THE EQUIPMENT IN WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, T-MOBILE FURNISHED EQUIPMENT SHALL BE PICKED-UP AT THE T-MOBILE UNCRATED, PROTECTED AND INSTALLED BY THE 16. GC WILL NOT START THE CONSTRUCTION UNTIL AFTER THEY RECEIVE THE PRE CON PACKAGE AND HAVE A PRE CON WALK WITH THE PROJECT MANAGER. CONCORDIA DOES NOT GUARANTEE OR WARRANT THAT THE AFOREMENTIONED EASEMENTS ARE SUFFICIENT FOR CONSTRUCTION TRAFFIC. GC SHALL CONSULT WITH A T-MOBILE REPRESENTATIVE AND LANDLORD WITH EXACT LOGISTICS TO FACILITATE CONTRACTIBILITY OF THE SITE AND DELIVERY OF CRITICAL MATERIALS SUCH AS THE TOWER, STEEL, CONCRETE AND CRANES TO THE PROPOSED LEASE AREA. GC SHALL RESTORE SITE TO ORIGINAL CONDITIONS AND REPLACE ANY AND ALL DISTURBED TREES OR LANDSCAPING. CONCORDIA IS NOT RESPONSIBLE FOR THE MAINTENANCE AND/OR OPERATIONAL FEASIBILITY. MAINTAINABILITY OPERATIONS OF THE SITE, ACCESS OR UTILITIES. SCOPE OF WORK FOR THESE PLANS DOES NOT INVOLVE VALUE ENGINEERING AS WELL AS ELECTRICAL NOTES: 1. ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. STRUCTRUAL DESIGN VERIFICATION SHALL BE PERFORMED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE CODES AND NATIONAL ELECTRICAL CODE. 2. ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES, CONDUITS SIZES ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. IN SOME EVENTS, IT MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY OF CONCORDIA. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 3. CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILITIES AND GROUND LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN THE COURSE OF CONSTRUCTION. 11. DISPOSED OF OFF-SITE BY THE CONTRACTOR. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE PROPERLY THAT NO PAPERS, TRASH, DEBRIS, WEEDS, BRUSH, OR ANY OTHER DEPOSITS REMAIN. CONTRACTORS SHALL CLEAN ENTIRE SITE AFTER EACH DAY OF CONSTRUCTION SUCH NON-STRUCTURAL COMPONENT ANCHORAGE NOTES: MECHANICAL, PLUMBING, COMMUNICATION, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED AND BRACED TO RESIST THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE ASCE 7-16 CHAPTER 13, 26, 29 AND 30 FOR THE LOADS LISTED ABOVE EXCEPT, MECHANICAL AND ELECTRICAL EQUIPMENT IN SEISMIC DESIGN CATEGORY "B" ARE EXEMPT FROM REQUIREMENTS OF CHAPTER 13. 1. PERMANENT EQUIPMENT AND COMPONENTS. 2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARDWIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS, OR WATER. 3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS. THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT THE ATTACHMENT NEED NOT BE DETAILED ON THE INSTALLATION SHOP DRAWINGS. 1. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. 2. COMPONENTS WEIGHING LESS THAN 20 POUNDS, AND IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL. FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED SHOP DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. THE OWNER'S FIELD INSPECTOR SHALL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS. STRUCTURAL GENERAL NOTES GENERAL CONDITIONS 1. DESIGN AND CONSTRUCTION WORK SHALL CONFORM TO: 2024 OHIO BUILDING CODE, ACI 318, ASCE 7-16, AISC MANUAL OF STEEL CONSTRUCTION 15TH EDITION, ANSI/TIA-222-H. IN CASE OF CONFLICT BETWEEN THE CODES, STANDARDS, REGULATIONS, SPECIFICATIONS, GENERAL NOTES AND/OR MANUFACTURER'S REQUIREMENTS USE THE MOST STRINGENT PROVISION. 2. THE ARCHITECT/ENGINEER MAINTAINS NO RESPONSIBILITY FOR THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR THOSE WORKING IN SUCH CAPACITIES, FOR THE METHODS USED, OR THE LACK THEREOF, IN THE EXECUTION OF THE WORK AND SAFETY PROCEDURES AND PRECAUTIONS TAKEN AT THE PROJECT SITE. 3. DESIGN DEAD LOADS: PLATFORM 10 PSF + EQUIPMENT WEIGHT 4. DESIGN LIVE LOADS: TELECOMMUNICATIONS EQUIPMENT ROOMS AND PLATFORMS 40 PSF 5. WIND LOADS: BASIC WIND SPEED (Vult)107 MPH BASIC WIND SPEED WITH ICE (Vult) 40 MPH STRUCTURE RISK CATEGORY II EXPOSURE CATEGORY C 6. SNOW LOADS: GROUND SNOW LOAD, pg 20 PSF EXPOSURE FACTOR, Ce 1.0 SNOW LOAD IMPORTANCE FACTOR, Is 1.0 7. ICE LOADS: ICE THICKNESS 1.00 IN. 8. SEISMIC LOADS SITE CLASS D (DEFAULT) SEISMIC DESIGN CATEGORY B SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED ACCELERATION PARAMETER, Ss 0.138 MAPPED ACCELERATION PARAMETER, S1 0.072 SPECTRAL RESPONSE COEFFICIENT, Sds 0.148 SPECTRAL RESPONSE COEFFICIENT, Sd1 0.114 STRUCTURAL STEEL 6. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO AISC SPECIFICATIONS AND CODES. 7. PROVIDE STRUCTURAL STEEL AS FOLLOWS: WIDE FLANGE SHAPES ASTM A992 GR50 STEEL PIPE ASTM A53 GR B STEEL TUBE(HSS) ASTM A500 GR B ANCHOR RODS ASTM F1554 GR. 50 (U.N.O.) ALL OTHER STEEL ASTM A36 ASSUMED EXISTING STEEL GRADE ASTM A36 (U.N.O.) 8. ALL STRUCTURAL STEEL TO BE STRAIGHT AND FREE OT TWIST. COLUMN BEARING ENDS TO BE TRUE AND SQUARE. ALL COLUMNS TO BE PLUMB AND LEVEL BEARING. 9. ALL BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325 HOT-DIP GALVANIZED. 10. ALL CONNECTIONS, UNLESS INDICATED OTHERWISE, SHALL BE SIMPLE SHEAR CONNECTIONS UTILIZING A MIN. OF TWO 3/4" DIAMETER A325 HIGH STRENGTH BOLTS IN BEARING TYPE CONNECTIONS. ALL JOINTS SHALL BE SNUG-TIGHTENED. 11. UNLESS NOTED ON THE CONTRACT DRAWINGS, ALL CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR, USING RATIONAL ENGINEERING DESIGN AND STANDARD PRACTICE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR 75% OF THE UNIFORM LOAD SHOWN IN THE MAXIMUM TOTAL UNIFORM LOAD TABLES 3-6 THRU 3-9 OF THE AISC STEEL CONSTRUCTION MANUAL FOR THE SPAN SHOWN ON THE DRAWING. 12. ALL WELDING ELECTRODES SHALL BE E70XX. 13. ALL WELDING WORK SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE, LATEST EDITION, AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS. 14. THE CONTRACTOR SHALL SUBMIT DETAILED, ENGINEERED, COORDINATED, AND CHECKED SHOP DRAWINGS FOR ALL STRUCTURAL STEEL TO THE ENGINEER TO REVIEW FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO THE START OF FABRICATION AND/OR ERECTION. 15. MINIMUM FILLET WELD SIZE SHALL COMPLY WITH THE AISC REQUIREMENTS, BUT SHALL NOT BE LESS THAN 3/16 INCH, UNLESS NOTED OTHERWISE. 16. ALL PARTIAL PENETRATION WELD SIZES INDICATED DESIGNATE EFFECTIVE THROAT SIZE UNLESS NOTED OTHERWISE. 17. ALL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER UP. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES, ESPECIALLY WITH RELATION TO TEMPERATURE DIFFERENTIAL, ERECTION TOLERANCES, AND WITH RESPECT TO STRUCTURAL STEEL FRAMING INTO BEAMS, COLUMNS, OR WALLS. 19. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED OF ALL RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS AND SHALL BE HOT-DIP GALVANIZED PER ASTM A123. 20. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS, FOR THE WORK OF OTHER TRADES, WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT/ENGINEER. 21. ALL ADDITIONAL STEEL REQUIRED BY THE CONTRACTOR FOR ERECTION PURPOSES AND SITE ACCESS OF STOCKPILED MATERIALS SHALL BE PROVIDED AT NO COST TO THE OWNER. ALL SUCH ADDITIONAL STEEL SHALL BE REMOVED BY THE CONTRACTOR UNLESS APPROVED BY THE OWNER IN WRITING. 22. ALL PLAN DIMENSIONS ARE TO STRUCTURAL STEEL MEMBER CENTERLINES, EXCEPT FOR CHANNELS. CHANNEL DIMENSIONS ARE TO THE BACK FACE OF THE WEB.