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HomeMy WebLinkAboutMW07041A_Anchor_CD_Rev 0_06.24.2021_UNCERT.pdfSITE LOCATION SITE LOCATION DATE DATE DATE DATE DATE ARCHITECT/ENGINEER SITE ADDRESS SITE ACQUISITION MANAGER: T-MOBILE REPRESENTATIVE T-MOBILE RF ENGINEERING SITE OWNER: SHEET INDEX SITE INFORMATION CONSTRUCTION MANAGER: APPROVALS SCOPE OF WORK LOCAL MAP APPLICABLE CODES T Mobile R VICINITY MAP SITE NAME: HEWLETT PACKARD SITE NUMBER: MW07041A STRUCTURE TYPE: ROOFTOP MARKET: INDIANAPOLIS PROJECT: ANCHOR | AWS3 | L700 4X2 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE. 3. THE SCOPE OF WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS INSTALLATION: A. REMOVAL OF (9) ANTENNAS (ANTENNA LEVEL) B. REMOVAL OF (12) NOKIA RRU'S (ANTENNA LEVEL) C. REMOVAL OF (3) HCS 1.0 COVPS (ANTENNA LEVEL) D. REMOVAL OF (3) HCS 1.0 HYBRID CABLE E. REMOVAL OF (2) EXISTING SYSTEM MODULE (EQUIPMENT LEVEL) F. REMOVAL OF EXISTING MEDIUM PURCELL SSC (EQUIPMENT LEVEL) G. REMOVAL OF (1) EXISTING SSC EQUIPMENT PLATFORM H. REMOVAL OF (1) HCS 1.0 COVP (EQUIPMENT LEVEL) I. INSTALLATION OF (6) NEW ANTENNAS (ANTENNA LEVEL) J. INSTALLATION OF (6) NEW RRUS (ANTENNA LEVEL) K. INSTALLATION OF (3) NEW HCS 2.0 ROOFTOP JUNCTION BOXES (EQUIPMENT LEVEL) L. INSTALLATION OF NEW HPL3 SSC & LB3 BATTERY CABINET (EQUIPMENT LEVEL) M. POWER UPGRADE FROM 60A TO 200A N. MODIFICATION OF EXISTING EQUIPMENT PLATFORM AND INSTALLATION OF NEW EQUIPEMNT PLATFORM (REFER TO STRUCTURAL MODIFICATION DESIGN AT END OF SET FOR REQUIREMENTS) CIVIL SEAL APPLICANT ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE ACCEPTED EDITION OF THE FOLLOWING: - 2014 INDIANA BUILDING CODE (IBC 2012) OR LATEST EDITION - 2008 NATIONAL ELECTRIC CODE (NFPA 70) OR LATEST EDITION - TIA/EIA-222-REVISION G - ANY OTHER NATIONAL OR LOCAL APPLICABLE CODES, MOST RECENT EDITIONS 800-382-5544 or 811 Know what's below. Call before you dig. R TOWER OWNER SITE NAME: HEWLETT PACKARD SITE NUMBER: MW07041A SITE ADDRESS: 250 E 96TH ST NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 C-1 0 FOR CONSTRUCTION 06/24/21 COMPOUND & EQUIPMENT PLANS CIVIL SEAL SITE PLAN SCALE: 1/16" = 1'-0" PLOTTED @ 11"x17" 0' 8' 16' EXISTING AIR-HANDLER UNIT EXISTING PENTHOUSE EXISTING ROOFTOP EXISTING SCREENWALL EXISTING T-MOBILE EQUIPMENT EXISTING PARKING LOT EXISTING BUILDING 07/19/2021 NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 C-1.1 0 FOR CONSTRUCTION 06/24/21 EQUIPMENT PLANS CIVIL SEAL EXISTING EQUIPMENT PLAN PROPOSED EQUIPMENT PLAN SCALE: 1/8" = 1'-0" PLOTTED @ 11"x17" 0' 4' 8' SCALE: 1/8" = 1'-0" PLOTTED @ 11"x17" 0' 4' 8' EXISTING ZAYO AAV CABINET AND HOFFMAN BOX TO REMAIN (RELOCATE AS REQUIRED) EXISTING T-MOBILE SITE SUPPORT CABINET TO BE REMOVED EXISTING 3'-0"± x 6'-0"± PLATFORM TO BE REMOVED EXISTING HCS 1.0 COVP TO BE REMOVED EXISTING AIR HANDLER UNIT EXISTING PENTHOUSE EXISTING ELEVATED PLATFORM EXISTING 60A PANEL TO BE NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 C-2 0 FOR CONSTRUCTION 06/24/21 BUILDING ELEVATION CIVIL SEAL EXISTING PENTHOUSE T-MOBILE RAD CENTER @ 85' AGL T-MOBILE FINAL CONFIGURATION -(6) ANTENNAS -(6) RRUs BUILDING ELEVATION SCALE: NOT TO SCALE STRUCTURAL MODIFICATIONS REQUIRED STRUCTURAL MODS REQUIRED ON EQUIPMENT PLATFORMS. REFER TO SHEET C-1.1 FOR LOCATIONS & STRUCTURAL MODIFICATION DESIGN DRAWINGS AT THE END OF THE SET FOR MODIFICATION REQUIREMENTS & DETAILS. NO NEW EQUIPMENT SHALL BE INSTALLED UNTIL STRUCTURAL MODIFICATIONS ARE COMPLETED. T-MOBILE TOP OF ANTENNA @ 89.25' AGL (E) TOP OF PENTHOUSE @ 94' AGL EXISTING SCREEN WALL (2) NEW ANTENNAS TO BE MOUNTED ON EXISTING MOUNT PIPES, TYPICAL PER SECTOR EXISTING BUILDING (2) NEW RRUS TO BE MOUNTED ON EXISTING MOUNT PIPES P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 C-3 0 FOR CONSTRUCTION 06/24/21 CIVIL SEAL EQUIPMENT MOUNTING DETAIL (BETA SECTOR) SCALE: 1/4" = 1'-0" PLOTTED @ 11"x17" 0' 2' 4' PROPOSED PANEL ANTENNA MOUNTED ON MOUNT PIPE ANTENNA MOUNTING HARDWARE INCLUDED WITH ANTENNA - REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS PROPOSED RRU MOUNTED ON MOUNT PIPE (BELOW PROPOSED ANTENNA) W/ MANUFACTURER SUPPLIED PIPE MOUNT BRACKET PROPOSED JUMPERS SHALL BE SECURED TO MOUNT PIPE WITH STAINLESS STEEL BANDING AND SNAP-STACK HANGERS @ 3'-0" O.C. DETAIL NOT USED DETAIL NOT USED ANTENNA MOUNTING DETAIL EXISTING WALL MOUNT BRACKETS EXISTING SCREEN WALL ANTENNA MOUNTING DETAIL (ALPHA & GAMMA SECTORS) SCALE: 1/4" = 1'-0" PLOTTED @ 11"x17" 0' 2' 4' EXISTING PIPE NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D C-4 0 FOR CONSTRUCTION 06/24/21 HPL3 CABINET DETAIL FOR REFERENCE ONLY NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D C-5 0 FOR CONSTRUCTION 06/24/21 FOR REFERENCE ONLY LB3 CABINET DETAIL NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D C-6 0 FOR CONSTRUCTION 06/24/21 FOR REFERENCE ONLY CABINET LAYOUTS NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D RF-1 0 FOR CONSTRUCTION 06/24/21 SCALE: NOT TO SCALE RF CONFIGURATION NOTE: REFER TO THE MOST CURRENT RFDS SHEET FOR FINAL ANTENNA CONFIGURATIONS AND AZIMUTH DETAILS. COORDINATE WITH T-MOBILE PERSONNEL. FOR REFERENCE ONLY RF CONFIGURATION NOTE: PLUMBING DIAGRAM SHOWN IS VIEWED FROM BACK SIDE OF ANTENNAS. SECTOR RF/TOWER TOP EQUIPMENT SCHEDULE 1A ANTENNA ANTENNA MODEL POSITION AZIMUTH RAD CENTER TMA MODEL # ADDITIONAL EQUIPMENT NOKIA AHFIG (3 TOTAL) NOKIA AHLOA (3 TOTAL) A B 1B C 1C 0° --- C B A 2A 2B 2C --- 120° NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D RF-2 0 FOR CONSTRUCTION 06/24/21 EQUIPMENT SPECS FOR REFERENCE ONLY AHLOA RRU DETAIL SCALE: NOT TO SCALE SPECIFICATIONS: MANUFACTURER: NOKIA MODEL: AHLOA HEIGHT: 22.0" (560 mm) WIDTH: 12.1" (308 mm) DEPTH: 7.4" (189 mm) WEIGHT: 83.8 lbs (38 kg) OPERATING TEMP.: -40°F - 122°F (-40°C - 50°C) MOUNTING HARDWARE: POLE, WALL OR BOOK MOUNTING INSTALLATION: REFER TO USER MANUAL FOR INSTALLATION INSTRUCTIONS ANTENNA DETAIL SPECIFICATIONS: MANUFACTURER: NOKIA MODEL AEHC HEIGHT: 38.2" WIDTH: 21.5" DEPTH: 5.9" WEIGHT: 108.0 lbs INSTALLATION: REFER TO NOKIA MOUNTING HARDWARE INSTALLATION INSTRUCTIONS SUPPLIED WITH ANTENNA BY MANUFACTURER SCALE: NOT TO SCALE AHFIG RRU DETAIL SCALE: NOT TO SCALE SPECIFICATIONS: MANUFACTURER: NOKIA MODEL: AHFIG HEIGHT: 27.3" WIDTH: 12.1" P P T P P T P P T P P P P P P P NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 E-1 0 FOR CONSTRUCTION 06/24/21 ELECTRICAL SEAL EXISTING ZAYO AAV EQUIPMENT CABINET AND HOFFMAN BOX TO REMAIN ELECTRICAL PLAN & DETAILS ELECTRICAL PLAN SCALE: 1/8" = 1'-0" PLOTTED @ 11"x17" 0' 4' 8' (2) NEW HCS 2.0 ROOFTOP JUNCTION BOXES MOUNTED TO SCREEN WALL NEW 2" CONDUIT W/DC POWER FROM SSC TO JUNCTION BOX (1 PER JUNCTION BOX) NEW 2" CONDUIT W/FIBER FROM SSC TO JUNCTION BOX (1 PER JUNCTION BOX) HLP3 SSC LB3 BATT (1) NEW 2" FIBER CONDUIT FROM ZAYO HOFFMAN BOX TO NEW SSC CABINET -CONFIRM FIBER QUANTITY NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 E-2 0 FOR CONSTRUCTION 06/24/21 ELECTRICAL SEAL PANEL SCHEDULES EXISTING T-MOBILE AC PANEL SCHEDULE SCALE: NOT TO SCALE PROPOSED T-MOBILE AC PANEL SCHEDULE SCALE: NOT TO SCALE EXISTING "5L" AC PANEL SCHEDULE SCALE: NOT TO SCALE PROPOSED "5L" AC PANEL SCHEDULE SCALE: NOT TO SCALE 07/19/2021 NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 E-3 0 FOR CONSTRUCTION 06/24/21 GROUNDING DETAILS ELECTRICAL SEAL TOWER TOP GROUNDING DETAIL SCALE: 1/4" = 1'-0" PLOTTED @ 11"x17" 0' 2' 4' GROUNDING CONNECTION TYPE DETAIL SCALE: NOT TO SCALE NOTES: 1. CONTRACTOR SHALL UTILIZE LUGGED HOLES PROVIDED. NO DRILLING OF THE BAR WILL BE PERMITTED. 2. ALL HARDWARE SHALL BE 18-8 STAINLESS STEEL INCLUDING BELLEVILLES. COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING. 3. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH KOPR-SHIELD. EXISTING GROUND BAR -FIELD VERIFY EXACT LOCATION EXISTING GROUND LEADS (FIELD VERIFY) GROUND LEAD W/LONG BARREL COMPRESSION LUGS FROM EQUIPMENT (TYP) -REFER TO TOWER TOP GROUNDING DETAIL FOR TYPE PROPOSED PANEL ANTENNA MOUNTED ON EXISTING MOUNT PIPE ANTENNA MOUNTING HARDWARE INCLUDED WITH ANTENNA -REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS PROPOSED RRU MOUNTED ON EXISTING 2-3/8"Ø MOUNT PIPE (BELOW PROPOSED ANTENNA) W/MANUFACTURER SUPPLIED NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 N-1 0 FOR CONSTRUCTION 06/24/21 GENERAL NOTES CIVIL SEAL 1. THE CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE ALL ITEMS DEFINED IN THE CONTRACT DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: THE CONTRACT, SPECIFICATIONS AND CONSTRUCTION DRAWINGS. 2. ALL EQUIPMENT SUPPLIED BY THE OWNER SHALL BE PICKED UP BY THE CONTRACTOR AT THE APPROPRIATE WAREHOUSE. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK. 4. THE CONTRACTOR SHALL PROVIDE ON-SITE SUPERVISION AT ALL TIMES WHILE THE WORK IS BEING PERFORMED AND SHALL DIRECT ALL WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING JOB SITE CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICAL SERVICE AND OVERALL COORDINATION. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, CONFLICTS OR OMISSIONS, ETC., SHALL BE REPORTED TO T-MOBILE CONSTRUCTION SUPERVISOR BEFORE PROCEEDING WITH THE WORK. 6. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, LANDSCAPING OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE TENANT, BUILDING OWNER OR OWNER'S REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE EXECUTION OF WORK. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 9. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED BY THE CITY OR GOVERNING AGENCY. 10. THE CONTRACTOR AND ALL SUBORDINATE CONTRACTORS SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS. 11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR PERMITS, LICENSES AND INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE THOSE IN THE COST OF THE WORK TO T-MOBILE. NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 N-2 0 FOR CONSTRUCTION 06/24/21 GENERAL NOTES CIVIL SEAL 3.6 TRENCH BACK FILL A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS, DRAWINGS AND THE UTILITY REQUIREMENTS. B. NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR 24 HOURS IN ADVANCE OF BACK FILLING C. CONDUCT UTILITY CHECK TESTS BEFORE BACK FILLING BACK FILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING. D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACES AROUND THE CONDUITS. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, DAMAGE FROM IMPACT OR UNBALANCED LOADING. F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 9-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST, ASTM D1557 END OF SPECIFICATION 4.1 WORK SITE SAFETY SAFETY IS OF PARAMOUNT CONCERN TO BOTH SITE WORKERS AND THE PUBLIC A. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAFETY. THE CONTRACTOR IS RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF THESE DANGERS AND LIMIT THEIR EXPOSURE TO HAZARDS. THIS EDUCATION SHALL INCLUDE BUT NOT BE LIMITED TO APPLICABLE TRAINING COURSES AND CERTIFICATIONS, PROPER PERSONAL PROTECTIVE EQUIPMENT USAGE, DAILY TAILGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURES WHICH MAY BE REASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 N-3 0 FOR CONSTRUCTION 06/24/21 GENERAL NOTES ELECTRICAL SEAL 1.1 SCOPE: THIS SPECIFICATION DESCRIBES THE MINIMUM REQUIREMENT FOR INSTALLATION OF ALL ELECTRICAL SYSTEMS. 1.2 REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS. A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NFPA 70 (NATIONAL FIRE PROTECTION ASSOCIATION) E. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), INCLUDING ALL APPLICABLE AMENDMENTS F. U.L. (UNDERWRITERS LABORATORIES) 1.3 SYSTEM DESCRIPTION A. DESIGN REQUIREMENTS: THE CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE CONDUITS AND CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. B. PERFORMANCE REQUIREMENTS: WHEN FINISHED, WORK SHALL BE IN A COMPLETE AND UNDAMAGED STATE, AS REQUIRED IN THE CONTRACT DOCUMENTS. PART II: PRODUCTS 2.1 GENERAL A. ITEMS SHALL BE NEW AND SHALL BE INSTALLED ONLY IF IN FIRST-CLASS CONDITION. B. SUBSTITUTIONS FOR MATERIAL WILL BE PERMITTED ONLY BY WRITTEN APPROVAL OF THE T-MOBILE CONSTRUCTION SUPERVISOR. 2.2 MATERIALS: THE CONTRACTOR SHALL PROVIDE ALL MATERIAL EXCEPT AS SPECIFIED IN THE CONTRACT DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR BEAR THE U.L. LABEL, AND WILL COMPLY WITH ANSI, IEEE AND NEMA STANDARDS WHERE APPLICABLE. A. CONDUITS: 1. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, SIZED AS SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE PER LOCAL CODE REQUIREMENTS. 3. ALL INTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION-TYPE FITTINGS. 4. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUTDOOR LOCATIONS WHERE FLEXIBLE CONNECTION IS REQUIRED. B. CABLES:CONDUCTORS FOR GENERAL WIRING SHALL BE NEC STANDARD ANNEALED COPPER WIRE WITH NEC 600 VOLT INSULATION. 1. #8 AND LARGER-STRANDED TYPE, THHN OR THWN 2. #10 AND SMALLER-SOLID TYPE THHN OR THWN 3. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAT SOURCE SHALL BE TYPE XHHW 4. CONDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE BUILT-UP ROOFING MATERIAL SHALL BE TYPE XHHW C. CONVENIENCE OUTLET: UNLESS NOTED OTHERWISE, SURFACE-MOUNTED OUTLETS FOR EXTERIOR LOCATIONS SHALL BE FERALOY, CAD/ZINC ELECTROPLATED WITH THREADED HUBS OR CONDUIT ENTRANCES DRILLED AND TAPPED. ALL COVERS SHALL BE SELF-CLOSING AND GASKETED. SURFACE MOUNTED OUTLETS FOR INTERIOR LOCATIONS SHALL BE GALVANIZED, PRESSED STEEL WITH COVER PLATE, SIERRA PLASTIC STYLE, IVORY COLOR. D. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORTS SHALL BE MANUFACTURED TO MEET ALL COAX MINIMUM BENDING REQUIREMENTS WAVE GUIDES, AND B1587 FOR 6 WAVE GUIDES. SUPPORTS SHALL BE PROVIDED 3'-0" ON CENTERS. PART III: EXECUTION 3.1 PREPARATION A. BEFORE LAYING OUT WORK, EXERCISE PROPER PRECAUTION TO VERIFY EACH MEASUREMENT. B. USE EXTREME CAUTION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE EXISTING UNDERGROUND SERVICES. 3.2 INSPECTION A. A VISUAL CHECK OF ELECTRICAL AND TELEPHONE CABLES, CONDUITS AND OTHER ITEMS SHALL BE MADE BY AN T-MOBILE CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS ARE PERMANENTLY INSTALLED. B. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL 3.3 INSTALLATION A. TRENCHING, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SITE WORK SPECIFICATIONS. B. DIG TRENCHES TO THE REQUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUT POCKETS OR DIPS. REMOVE LARGE STONES FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM BEFORE CONDUIT IS LAID. C. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-INCH TO 100-FOOT SLOPE OR TO A SLOPE SHOWN ON THE DRAWINGS. D. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL STUB-UPS 12 INCHES ABOVE FINISHED GRADE ELEVATION. E. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID STEEL CONDUITS IN ALL CASES, EXTENDING 5 FEET BEYOND THE EDGE OF THE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET BELOW ROADWAY GRADE. F. MARK UNDERGROUND CONDUITS WITH A 6-INCH WIDE RED POLYETHYLENE TAPE BURIED 6 INCHES UNDER THE SURFACE DIRECTLY OVER THE CONDUITS. MARK THE TAPE THUS: CAUTION-BURIED ELECTRICAL CABLE. G. FOR SEALING CONDUITS, USE ONLY NONTHERMOPLASTIC COMPOUNDS SUCH AS J.M. DUXSEAL, OR AN APPROVED SUBSTITUTE. THE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR RUBBER-LIKE INSULATIONS, LEAD, ALUMINUM OR FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE RANGES OF THE LOCALITY. H. COAXIAL - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. I. ANTENNA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. J. LNA/MHA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. 3.4 SAFETY IS OF PARAMOUNT CONCERN TO BOTH SITE WORKERS AND THE PUBLIC. A. ELECTRICAL WORK PRESENTS SPECIFIC THREATS TO THE HEALTH AND SAFETY OF WORKERS ON SITE. SPECIFICALLY ELECTROCUTIONS ARE THE FOURTH LEADING CAUSE OF DEATH ON CONSTRUCTION SITES. ALL ELECTRICAL WORKERS SHALL HAVE CURRENT CERTIFICATIONS WHICH SATISFY ALL TRAINING REQUIREMENTS FOR THE ELECTRICAL WORK THEY ARE PERFORMING PER OSHA STANDARDS. ALL ELECTRICAL WORKERS SHALL ADHERE TO ALL SAFETY RULES AND REGULATIONS FOR WORKER AND PUBLIC SAFETY. ALL WORK SHALL BE PERFORMED BY QUALIFIED ELECTRICIANS TRAINED FOR THE TYPE OF WORK AND THE VOLTAGES PRESENT FOR EACH TASK. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, NFPA 70, AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. END OF ELECTRICAL SPECIFICATIONS PART I: GENERAL 1.1 SCOPE A. THIS SPECIFICATION PRESCRIBES THE REQUIREMENTS FOR FURNISHING, INSTALLATION AND TESTING OF THE GROUNDING CABLE, CONNECTORS AND ASSOCIATED COMPONENTS AS INDICATED ON THE DRAWINGS. B. APPLICATIONS OF ELECTRICAL GROUNDING AND BONDING WORK SPECIFIED IN THIS SPECIFICATION INCLUDE THE FOLLOWING: 1. FENCE AND GATE POSTS 2. ELECTRICAL POWER SYSTEMS 3. GROUNDING ELECTRODES 4. GROUND BUS BAR 5. SERVICE EQUIPMENT 6. ENCLOSURES 7. MONOPOLE/LATTICE TOWER 8. ICE BRIDGE 1.2 REFERENCES: THE PUBLICATIONS LISTED BELOW FORM PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION, UNLESS NOTED OTHERWISE. EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN, OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THESE PUBLICATIONS. A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS) C. NEC (NATIONAL ELECTRICAL CODE), LATEST EDITION D. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) E. NESC (NATIONAL ELECTRICAL SAFETY CODE), LATEST EDITION F. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) G. U.L. (UNDERWRITERS LABORATORIES) H. APPLICABLE LOCAL CODES AND ORDINANCES PART II: PRODUCTS 2.1 MATERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, BUT NOT LIMITED TO, GROUNDING ELECTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. WHERE MORE THAN ONE TYPE COMPONENT PRODUCT MEETS INDICATED REQUIREMENTS, SELECTION IS INSTALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOT INDICATED, PROVIDE PRODUCTS WHICH COMPLY WITH NEC, U.L. AND IEEE REQUIREMENTS AND WITH ESTABLISHED INDUSTRY STANDARDS FOR THOSE APPLICATIONS INDICATED. A. GROUNDING 1. THE EQUIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN ON THE DRAWINGS AND IN COMPLIANCE WITH NEC ARTICLE 250 AND STATE AND LOCAL CODES. 2. GROUND RODS AND QUANTITY SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL PERFORM A GROUND-RESISTANCE-TO-EARTH TEST. SHOULD THE INSTALLATION HAVE A RESISTANCE OF 5 OHMS OR MORE, CONTRACTOR SHALL INSTALL MORE GROUND RODS AS NECESSARY SO THAT THE OVERALL GROUND-TO-EARTH RESISTANCE IS LESS THAN 5 OHMS. 3. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, NEC'S "STANDARD OF INSTALLATION," AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS. 4. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY TO INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEMS. 5. INSTALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH ENCIRCLES THE TOWER AND EQUIPMENT AND ARE CONNECTED TO EACH DRIVEN GROUND ROD. GROUND TRENCH SHALL BE AT LEAST 24 INCHES AWAY FROM FOUNDATIONS. 6. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUE FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUE SPECIFIED IN U.L. 486A TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 7. APPLY CORROSION-RESISTANT FINISH (NO-OX) TO FIELD-CONNECTIONS, AT COPPER GROUND BARS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATING HAVE BEEN DESTROYED, WHICH ARE SUBJECTED TO CORROSIVE AND/OR OXIDATION PROCESS. 8. ON EXISTING LATTICE TOWERS, WATER TOWERS AND ROOF TOPS WHEN A NEW GROUNDING SYSTEM IS INSTALLED, THE CONTRACTOR SHALL TIE THE NEW GROUND SYSTEM TO THE EXISTING WATER TOWER, LATTICE TOWER STRUCTURAL STEEL OR BUILDING STRUCTURAL STEEL AS THE CASE MAY BE AT LEAST AT ONE LOCATION SO THAT THEY ARE AT THE SAME POTENTIAL. B. GROUND RODS 1. GROUND RODS SHALL BE 5/8" DIAMETER 8'-0" LONG, COPPER CLAD DRIVEN ROD(S). 2. GROUND ROD(S) SHALL BE LOCATED AT THE PERIMETER OF EQUIPMENT AS TO CREATE A GROUND RING AS SHOWN ON THE DRAWINGS. 3. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM SPACING OF 8'-0" AND A MAXIMUM SPACING OF 10'-0". 4. GROUND RODS SHELL BE BURIED BELOW THE FROSTLINE. AT NO TIME SHALL THIS DEPTH BE LESS THAN 18" BELOW FINISHED GRADE. 5. GROUND RODS WHICH CANNOT BE DRIVEN STRAIGHT DOWN THE ENTIRE (10) FEET, SHALL BE DRIVEN AT AN ANGLE NOT GRATER THAN 45 DEGREES (NEC 250-83 AND 250-84). 6. GROUND ROD LOCATIONS SHALL BE NOTED ON THE AS-BUILT DRAWING COMPLETE WITH DIMENSIONS. 7. PROVIDE GROUND TEST WELLS AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. GROUND CONDUCTOR 1. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE TINNED SOLID (#2 AWG) WIRE. BURIED GROUND CONDUCTOR SHALL BE INSTALLED AT MINIMUM DEPTH OF 36" BELOW GRADE. 2. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE THROUGH THE USE OF EXOTHERMIC WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE SPLICES, TEES AND ALL GROUND ROD CONNECTIONS. MOLD, WELD KITS, ETC., SHALL BE MANUFACTURED BY CADWELD AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. 3. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHORTEST AND STRAIGHTEST DISTANCES POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE INSTALLED AS FOLLOWS: A. ALL GROUND CONDUCTORS SHALL FOLLOW A CONTINUOUS DOWNWARD PATTERN TO THE GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) B. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12 INCH MINIMUM BENDING RADIUS. C. WHEN THE MINIMUM BENDING RADIUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE ROUTED AT 90 DEGREE BENDS WITH THE USE OF EXOTHERMIC CONNECTIONS AT 90 DEGREES. THE INTENT IS TO ELIMINATE THE CABLE BEND RADIUS AND REPLACE THE RADIUS WITH AN EXOTHERMIC CONNECTION. PART III: EXECUTION 3.1 PREPARATION A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE FREE OF PAINT, GALVANIZING DIRECT CORROSION ETC.. B. ALL METAL SURFACES EXPOSED ON GROUNDING SHALL BE EITHER COLD GALVANIZE, OR PAINTED TO MATCH ORIGINAL SURFACE. 3.2 EXAMINATION. A. EXAMINE AREAS AND CONDITIONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING CONNECTIONS ARE TO BE MADE AND NOTIFY T-MOBILE CONSTRUCTION SUPERVISOR IN WRITING OF CONDITIONS DETRIMENTAL TO PROPER COMPLETION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE B. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR 24 HOURS PRIOR TO TRENCH BACK FILL ALL WORK DONE BELOW FINISHED GRADE SHALL BE INSPECTED BY THE AERIAL CONSTRUCTION SUPERVISOR DURING THAT PERIOD OR THE CONTRACTOR SHALL PROCEED. 3.3 GROUND TESTING A. THE CONTRACTOR SHALL TEST THE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE WITH THE METHODS OF MEASUREMENT SHOWN IN THE FALL OF POTENTIAL METHOD. B. TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 60 HERTZ AND SHALL CONTAIN STRAY CURRENT AND DC FILTERS, FAULT CURRENT PROTECTION AND HAVE SENSITIVITY TO OPERATE A LOW SIGNAL STRENGTH. C. PRIOR TO TESTING, THE CONTRACTOR SHALL DE-ENERGIZE ALL POWER SOURCES, DISCONNECT THE ELECTRODE CONDUCTOR FROM THE GROUND ROD, WEAR HIGH VOLTAGE RUBBER SAFETY GLOVES AND WILL NOT HANDLE TEST INSTRUMENTS IF AT ALL POSSIBLE. D. GROUND TESTS ARE TO BE PERFORMED BY QUALIFIED PERSONS FAMILIAR WITH THE CONSTRUCTION AND OPERATION OF THE EQUIPMENT AND THE HAZARDS INVOLVED. E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM THE GROUND TEST AS OUTLINED. ALL TEST RESULTS SHALL BE FORWARDED TO THE T-MOBILE CONSTRUCTION SUPERVISOR FOR APPROVAL. END OF GROUNDING SPECIFICATIONS CLOSEOUT BOOK CONTAINING THE FOLLOWING: A. AS BUILT DESIGN DRAWINGS B. SWEEP TEST RESULTS C. RESISTIVELY TEST D. PHOTO DOCUMENTATION OF: 1. UNDERGROUND CONDUITS AND GROUND RING 2. ANTENNA, COAXIAL, JUMPER ATTACHMENTS AND GROUND KIT ATTACHMENTS 3. ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK PLANE OF THE ANTENNA 4. GROUND BAR ATTACHMENTS E. SIGNED OFF PERMIT CARDS F. CERTIFICATE OF OCCUPANCY G. RETURN OF KEYS AND/OR ACCESS AUTHORIZATION H. ORIGINAL BUILDING PERMIT 07/19/2021 ENSURE A SAFE WORKPLACE. B. TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL TOWER WORKERS WORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHA, WHEN WORKING ON EXISTING COMMUNICATION TOWERS, EMPLOYEES MUST BE PROVIDED WITH APPROPRIATE FALL PROTECTION, TRAINED TO USE THIS FALL PROTECTION PROPERLY, AND THE USE OF FALL PROTECTION MUST BE CONSISTENTLY SUPERVISED AND ENFORCED BY THE CONTRACTOR. C. ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRY SCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLE CODES AND STANDARDS. 07/19/2021 12. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE, AND DETAIL DRAWINGS HAVE PRECEDENCE OVER SMALL DRAWINGS. CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, DO NOT FABRICATE ANY MATERIALS OFF SITE, NOR DO ANY CONSTRUCTION UNTIL THE ACCURACY OF DRAWING DIMENSIONS HAVE BEEN VERIFIED AGAINST ACTUAL FIELD DIMENSIONS. 13. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR OF ANY CONFLICTS OR DISCREPANCIES IN THE CONTRACT DOCUMENTS OR FIELD CONDITIONS PRIOR TO EXECUTING THE WORK IN QUESTION. 14. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTION SUPERVISOR IF DETAILS ARE CONSIDERED UNSOUND, UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, AND SHALL BE INCLUDED AS PART OF THE WORK. 15. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE VOICESTREAM CONSTRUCTION SUPERVISOR SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 16. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, THE T-MOBILE CONSTRUCTION SUPERVISOR SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT FOR ALL OTHER ITEMS REQUIRING THE SAME. 18. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. AT ALL TIMES THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 19. DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS WILL PERMIT. ANY ERROR, OMISSION, OR DESIGN DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE T-MOBILE CONSTRUCTION SUPERVISOR FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. 20. AS-BUILTS REQUIREMENTS: DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS IN A SECURE, FIRE-RESISTANT LOCATION. PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE T-MOBILE CONSTRUCTION SUPERVISOR'S REFERENCE DURING NORMAL WORKING HOURS. MAINTAIN A CLEAN, UNDAMAGED SET OF BLUE OR BLACK LINE PRINTS OF CONTRACT DRAWINGS AND SHOP DRAWINGS. MARK THE SET TO SHOW THE ACTUAL INSTALLATION WHERE THE INSTALLATION VARIES SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN. MARK WHICH DRAWINGS IS MOST CAPABLE OF SHOWING CONDITIONS FULLY AND ACCURATELY. WHERE SHOP DRAWINGS ARE USED, RECORD A CROSS-REFERENCE AT THE CORRESPONDING LOCATION ON THE CONTRACT DRAWINGS. GIVE PARTICULAR ATTENTION TO CONCEALED ELEMENTS THAT WOULD BE DIFFICULT TO MEASURE AND RECORD AT A LATER DATE. MARK RECORD SETS WITH RED ERASABLE PENCIL. USE OTHER COLORS TO DISTINGUISH BETWEEN VARIATIONS IN SEPARATE CATEGORIES OF THE WORK. MARK NEW INFORMATION THAT IS IMPORTANT TO THE OWNER BUT WAS NOT SHOWN ON THE CONTRACT DRAWINGS, DETAILS OR SHOP DRAWINGS. NOTE RELATED CHANGE ORDER NUMBERS WHERE APPLICABLE. NOTE RELATED RECORD DRAWING INFORMATION AND PRODUCT DATA. UPON COMPLETION OF THE WORK, SUBMIT ONE (1) COMPLETE SET OF RECORD DOCUMENTS TO THE T-MOBILE CONSTRUCTION SUPERVISOR FOR THE OWNER'S RECORDS. PART I: GENERAL 1.1 SCOPE: CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUB GRADE PREPARATION, FINISH GRADING AND SECURITY FENCE, AS REQUIRED BY CONSTRUCTION DRAWINGS AND DETAIL DRAWINGS. 1.2 REFERENCES A. DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. 1. OHIO: OH DOT CONSTRUCTION AND MATERIAL SPECIFICATION B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) C. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) D. AASHTO (AMERICAN ASSOCIATION OF STATE AND HIGHWAY TRANSPORTATION OFFICIALS) 1.3 INSPECTION AND TESTING A. FIELD TESTING OF EARTHWORK, AGGREGATE BASE COURSE, COMPACTION, AND CONCRETE TESTING SHALL BE PERFORMED BY THE CONTRACTOR'S INDEPENDENT TESTING LAB. B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE T-MOBILE CONSTRUCTION SUPERVISOR WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT WOULD MAKE PARTS OF THE WORK INACCESSIBLE OR DIFFICULT TO INSPECT. PART II: PRODUCTS 2.1 SUITABLE BACK FILL: EXCAVATED INORGANIC MATERIAL, COHESIVE AND NON-COHESIVE MATERIALS, INCLUDING GRAVEL, SAND, INORGANIC LEAN CLAY, GRAVEL SILT, GRAVEL CLAY, SAND CLAY, SAND SILT OR SILT CLAY MATERIAL FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3-INCHES IN ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL OR FILL MATERIAL AS DETERMINED BY THE T-MOBILE CONSTRUCTION SUPERVISOR AND GEOTECHNICAL ENGINEER. 2.2 POROUS AND NON POROUS EMBANKMENT AND BACK FILL: A. OHIO: PER OH DOT, ITEM 203 B. PENNSYLVANIA: PER SECTION 206, PUBLICATION 408 C. WEST VIRGINIA: PER WV DOT, SECTION 207, 716 2.3 SELECT FILL: GRANULAR FILL MATERIAL FOR USE AROUND AND UNDER STRUCTURES WHERE FILL MATERIALS ARE REQUIRED: A. OHIO: PER OH DOT, ITEM 304 B. PENNSYLVANIA: PER PUBLICATION 408, TYPE 2A C. WEST VIRGINIA: PER ASTM 2940-92 2.4 GRANULAR BEDDING AND TRENCH BACK FILL: WELL-GRADED SAND (SW OR SW-SM) AND THE FOLLOWING: A. OHIO: PER OH DOT, ITEM 603 B. PENNSYLVANIA: PER AASHTO #57 C. WEST VIRGINIA: PER WV DOT SECTION 604 2.5 CRUSHED STONE SURFACE COURSE FOR ACCESS ROAD: A. OHIO: PER OH DOT, ITEM 304 B. PENNSYLVANIA: PER PUBLICATION 408, TYPE 2A, C. WEST VIRGINIA: PER WV DOT, MODIFIED CLASS 1 AGGREGATE PER SECTION 704 OR CRUSHED LIMESTONE PER ASTM 2940-92. 2.6 CRUSHED STONE SUBBASE FOR ACCESS ROAD: A. OHIO: AASHTO #57 CRUSHED LIMESTONE B. PENNSYLVANIA: AASHTO #57 CRUSHED LIMESTONE C. WEST VIRGINIA: AASHTO #57 CRUSHED LIMESTONE 2.7 CRUSHED STONE GRANULAR BASE FOR COMPOUND: A. OHIO: AASHTO #57 CRUSHED LIMESTONE B. PENNSYLVANIA: PER PUBLICATION 408, TYPE 2B C. WEST VIRGINIA: AASHTO #57 CRUSHED LIMESTONE 2.8 UNSUITABLE MATERIALS: TOP SOIL, HIGH AND MODERATELY PLASTIC SILTS AND CLAY, MATERIAL CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, STONES IN EXCESS OF 3-INCHES IN ANY DIMENSION AND DEBRIS AS DETERMINED BY THE CONSTRUCTION SUPERVISOR AND T-MOBILE GEOTECHNICAL ENGINEER. TYPICALLY, THESE WILL BE SOILS CLASSIFIED AS PT, MH, CH, OH, ML OR OL. 2.9 GEOTEXTILE FABRIC: MIRAFI 500X OR APPROVED EQUIVALENT 2.10 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM, SPECIFICALLY MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6-INCHES WIDE WITH A MINIMUM THICKNESS OF 0.004-INCH. TAPE SHALL HAVE MINIMUM STRENGTH OF 1500 PSI IN BOTH DIRECTIONS AND MANUFACTURED WITH INTEGRAL WIRES, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER MEANS TO PROTECT IT FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC UTILITIES AND ORANGE FOR TELECOMMUNICATION UTILITIES. 2.11 SECURITY FENCE A. PROVIDE AND INSTALL THE GALVANIZED FENCE WITH ASSOCIATED POSTS, RAILS, BRACES, FABRIC, TERMINAL POST, GATES, DROP BAR AND BARBED WIRE. USE APPLICABLE PROVISIONS OF ASTM FOR MATERIALS. B. FABRIC SHALL BE HEAVY GALVANIZED CHAIN LINK FENCE, CONFORMING TO ASTM A392 2-INCH MESH 9 GAUGE WIRE (0.148 INCHES IN DIAMETER) WITH THE TOP AND BOTTOM SELVAGES TWISTED AND BARBED. C. POSTS 1. LINE POST FOR FABRIC UP TO 8 FEET HIGH SHALL BE 2 3/8 INCH O.D. 2. END CORNER, PULL POST AND GATE POST SHALL BE 2 7/8 INCH O.D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM A120, A570 AND A525. FOR FENCE OVER 8 FEET HIGH, SIZE POST ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. D. TOP RAILS SHALL CONFORM TO 1 1/4 INCH (1.660" O.D.), SCHEDULE 40 GALVANIZED STEEL PIPE IN ACCORDANCE WITH ASTM A120. E. TENSION WIRE SHALL BE 7 GAUGE U.S. STEEL WIRE GALVANIZED IN ACCORDANCE WITH ASTM A116, COATING CLASS III. F. BRACE BANDS, TENSION BANDS AND TENSION BARS SHALL BE FABRICATED OF 1/8 INCH BY 7/8 INCH GALVANIZED STEEL WITH GALVANIZED STEEL CARRIAGE BOLTS AND NUTS IN ACCORDANCE WITH ASTM A123. TENSION BARS SHALL BE 1/4 INCH BY 3/4 INCH GALVANIZED STEEL BAR IN ACCORDANCE WITH ASTM A153. G. FABRIC TIES SHALL BE CLASS I GALVANIZED STEEL WIRE NO LESS THAN 9 GAUGE. H. POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON AND SHALL BE GALVANIZED PER ASTM A153. 3.2 EXCAVATION A. FOUNDATION EXCAVATIONS SHALL BE CUT TO FIRM MATERIAL HAVING A SAFE BEARING VALUE OF 3000 PSF AND SHALL BE FREE OF ALL LOOSE AND WET MATERIALS. IF THE BOTTOM OF THE EXCAVATION IS NOT FIRM AND STABLE, OVER-EXCAVATE AN ADDITIONAL 12 INCHES, COMPACT SUB-GRADE AND FILL WITH 12 INCHES OF SELECT FILL. B. AFTER EXCAVATION, THE EXPOSED SOILS SHALL BE INSPECTED AND TESTED AND ANY UNSUITABLE DEPOSITS REMOVED AS DIRECTED TO REACH SUITABLE BEARING SOIL. ALL OVER-EXCAVATED AREAS SHALL BE BACK FILLED WITH SELECT FILL OR WITH LEAN CONCRETE FILL TO THE ELEVATION OF THE BOTTOM OF FOOTING OR FOUNDATION AS INDICATED ON THE DRAWINGS. C. PRIOR TO PLACEMENT OF CONC. FOUNDATIONS, THE SURFACE ON WHICH THE CONCRETE IS TO BE PLACED SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MODIFIED PROCTOR DENSITY BY THE MODIFIED PROCTOR TEST, ASTM D1557. D. NO FOUNDATIONS OR STRUCTURES SHALL BE CONSTRUCTED UNTIL THE BASE MATERIALS HAVE BEEN INSPECTED BY THE T-MOBILE CONSTRUCTION SUPERVISOR. 3.3 FILL: ALL COMPACTED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING A LOOSE 8" THICKNESS AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MODIFIED PROCTOR DENSITY OBTAINED IN ACCORDANCE WITH ASTM D-1557. 3.4 BACK FILL AS SOON AS PRACTICAL AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISH GRADE. A. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL HAVE BEEN REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS AND UNSUITABLE MATERIALS. B. BACK FILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL, WHEN REQUIRED, IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 8-INCH LOOSE THICKNESS. WHERE HAND-OPERATED COMPACTORS ARE USED, THE FILL MATERIALS SHALL BE PLACED IN LIFTS NOT TO EXCEED FOUR INCHES IN LOOSE DEPTH. C. WHENEVER THE DENSITY TESTS INDICATE THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER OR INCREASING THE COMPACTIVE EFFORT. D. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MODIFIED PROCTOR TEST C. DO NOT PLACE BACKFILL AROUND NEW CAST-IN-PLACE CONCRETE STRUCTURES UNTIL THE CONCRETE HAS CURED FOR AT LEAST 7 DAYS OR COMPRESSIVE STRENGTH TESTS INDICATE THAT THE CONCRETE HAS ACHIEVED MORE THAN 80% OF ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH. 3.5 TRENCH EXCAVATION A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE T-MOBILE CONSTRUCTION SUPERVISOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B. THE TRENCH WIDTH EXTENDS A MINIMUM OF 6 INCHES BEYOND EACH OUTSIDE EDGE OF THE CONDUIT OR OUTERMOST CONDUIT, WHICHEVER IS APPLICABLE. C. WHEN SOFT, YIELDING OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED AT THE REQUIRED TRENCH BOTTOM ELEVATION, OVER-EXCAVATE THE TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL. 1.4 SITE MAINTENANCE AND PROTECTION A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF THE WORK UNTIL COMPLETION OF THE CONTRACT. B. CONTACT THE ONE-CALL UTILITY LOCATION SERVICE PRIOR TO ANY EXCAVATING ACTIVITIES TO HAVE LOCATIONS OF UNDERGROUND UTILITIES VERIFIED. C. AVOID DAMAGE TO THE SITE INCLUDING EXISTING FACILITIES, STRUCTURES, TREES AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. D. KEEP SITE FREE OF ALL PONDING WATER. E. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH THE DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE STATE IN WHICH THE PROJECT IS LOCATED. F. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT LIFE AND PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. I. BARBED WIRE SHALL CONSIST OF DOUBLE STRANDED 12 1/2 GAUGE WIRE ASTM A121, CLASS 3 WITH 4-POINT BARBS SPACED 5 INCHES APART. THE TOP 1 FOOT OF THE FENCE SHALL CONSIST OF 3 STRANDS OF BARBED WIRE ATTACHED TO 45 DEGREE ANGLE, HEAVY-PRESSED ARMS CAPABLE OF WITHSTANDING WITHOUT FAILURE 250 POUNDS DOWNWARD PULL AT THE OUTERMOST END OF THE ARM. J. GATE MATERIALS, SUCH AS FABRIC, BOLTS, NUTS, TENSION BARS AND BARBED WIRE SHALL BE CONSISTENT WITH FENCE MATERIALS. PART III: EXECUTION 3.1 GENERAL A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE WELL DRAINED AT ALL TIMES. B. PERFORM ALL SURVEY, LAYOUT, STAKING AND MARKING TO ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE AND ONLY THE IMMEDIATE SURROUNDINGS NECESSARY TO COMPLETE THE WORK. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED AND GRUBBED. 1. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12-INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS AND OTHER DEBRIS, BRUSH AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE. RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6-INCHES, AND REMOVE UP TO A DEPTH OF 12-INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. 2. REMOVE TOPSOIL MATERIALS COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL. AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER EXCAVATED MATERIALS. TOPSOIL SHALL BE STOCKPILED SEPARATELY FOR REUSE, AS DIRECTED BY THE CONSTRUCTION SUPERVISOR. 3. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION COMPLETELY WITH SUITABLE FILL. D. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING IS NOT PERMITTED. E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS, AND ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, CULVERT, STREAM CROSSING OR OTHER ITEM NOT SHOWN THAT MIGHT AFFECT OR INTERFERE WITH THE NEW CONSTRUCTION. NOTIFY THE VOICESTREAM CONSTRUCTION SUPERVISOR OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. F. SEPARATE AND STOCKPILE ALL EXCAVATED MATERIALS SUITABLE FOR BACK FILL. ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF IN AN AREA DESIGNATED BY THE VOICESTREAM CONSTRUCTION SUPERVISOR. (UNSUITABLE MATERIAL MAY BE REQUIRED TO BE REMOVED FROM THE SITE.) 07/19/2021 PIPE MOUNT BRACKET PROPOSED JUMPERS SHALL BE SECURED TO MOUNT PIPE WITH STAINLESS STEEL BANDING AND SNAP-STACK HANGERS @ 3'-0" O.C. EXISTING MOUNT PIPE TO REMAIN EXISTING SCREENWALL EXISTING SECTOR GROUND BAR #6 AWG GREEN INSULATED STRANDED COPPER GROUND LEAD FROM RRU TO SECTOR GROUND BAR (TYP. EACH RRU) TWO HOLE - LONG BARREL LENGTH FIELD FABRICATED GREEN STRANDED INSULATED BURNDY CONNECTIONS TYPE HS TYPE 2-YA-2 CABLE DOWN AT 45° TO RANGE OF VERTICAL PIPES TYPE VS VERTICAL PIPE THROUGH CABLE TO TOP OF GROUND ROD TYPE GT THROUGH CABLE TO GROUND ROD CABLE DOWN AT 45° TO VERTICAL STEEL SURFACE INCLUDING PIPE VERTICAL STEEL SURFACE TYPE VS TYPE YA-2 COPPER LUGS PARALLEL THROUGH CONNECTION OF HORIZONTAL CABLES OR APPROVED EQUAL CADWELD CONNECTIONS PARALLEL HORIZONTAL CONDUCTORS HORIZONTAL STEEL SURFACE TO FLAT STEEL SURFACE OR HORIZONTAL PIPE BOND JUMPER OR APPROVED EQUAL TYPE PT CONNECTION TYPE KEY MECHANICAL CONNECTION CADWELD CONNECTION GROUNDING CONNECTION TYPE DETAIL SCALE: NOT TO SCALE NOKIA 2.0 HCS SYSTEM GROUNDING NOTES: 1. EXTREMELY IMPORTANT TO GROUND EACH AND EVERY PIECE OF EQUIPMENT FOR LIGHTNING PROTECTION -ROOF TOP BOX -BOTTOM JUNCTION BOX -BREAKOUT FEATURE -TRUNK CABLE (USES SAME GROUND STRAPS AS COAX) 2. OVP DEVICES WILL WORK PROPERLY PER DESIGN ONLY IF GROUND PATH IS SSC CABINET GROUNDING DETAIL ESTABLISHED, I.E. GROUNDING IS MANDATORY SCALE: 3/8" = 1'-0" PLOTTED @ 11"x17" 0' 1' 2' 3' HPL3 SSC LB3 BATT EXISTING MASTER GROUND BAR (FIELD VERIFY LOCATION) #2 AWG GREEN STRANDED COPPER GROUND LEAD FROM NEW CABINETS TO GROUND BAR 07/19/2021 W/T-MOBILE CM PRIOR TO CONSTRUCTION NEW (2) 2" CONDUIT BETWEEN HPL3 SSC & LB3 BATT CABINET FOR BATTERY/ALARM WIRING NEW LB3 BATTERY CABINET TO BE INSTALLED ON NEW ELEVATED PLATFORM NEW (3) 3/0 AWG & (1) 4 AWG GND IN 2" CONDUIT TO NEW TRANSFORMER DISCONNECT -SEE ONE-LINE FOR DETAILS ELECTRICAL NOTES EXISTING AC ONE LINE DIAGRAM SCALE: NOT TO SCALE ELECTRICAL CONTRACTOR NOTE: THESE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL ONLY AND SHOW THE GENERAL INTENT OF THE FINAL ARRANGEMENT OF ELECTRICAL SYSTEMS, EQUIPMENT AND CONNECTIONS. IT IS THE INTENT OF THESE ELECTRICAL DRAWINGS TO REQUIRE APPROPRIATE ELECTRICAL WORK TO COMPLETELY FACILITATE THE ELECTRICAL REQUIREMENTS FOR THE TENANT (T-MOBILE). SOME OF THE ELECTRICAL WORK SHOWN IS EXISTING AND SHALL REMAIN IN PLACE WITH NEW WORK ADDED TO ACCOMMODATE T-MOBIILE ELECTRICAL REQUIREMENTS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELECTRICAL EQUIPMENT AND WIRING AND ADD NEW WORK, AS REQUIRED, TO COMPLETE THE T-MOBILE ELECTRICAL REQUIREMENTS. IT IS NOT INTENDED TO SHOW EXISTING ELECTRICAL WORK AS IS, BUT TO SHOW THE INTENT ONLY. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY FOR ADDED LOAD (T-MOBILE). VERIFY ELECTRICAL AND TELEPHONE SERVICE. GENERAL NOTES: 1. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY EXISTING SITE LOCATIONS AND CONDITIONS AND UTILITY SERVICE REQUIREMENTS OF THE JOB. 2. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS AND AMBIGUITIES, IN THE PLANS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PLANS AND/OR SPECIFICATIONS WILL BE CORRECTED, OR A WRITTEN INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTIONS OR AMBIGUITY WILL BE MADE BY THE ENGINEER BEFORE THE AFFECTED WORK PROCEEDS. 3. ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE POWER AND LIGHTING SYSTEMS, TELEPHONE AND COMMUNICATION SYSTEMS, PANEL BOARDS, CONDUITS, GROUNDING, ETC. AS INDICATED ON ELECTRICAL DRAWINGS OR AS REQUIRED BY CODE. 4. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING RELATED TO ELECTRICAL WORK, AND SHALL RESTORE ALL EXISTING LANDSCAPE, SPRINKLER SYSTEMS, CONDUITS, WIRING, PIPING, ETC. DAMAGED BY THE ELECTRICAL WORK TO ORIGINAL OR BETTER CONDITION. 5. CONDUCTORS SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT, SCHEDULE 40 PVC, OR FLEXIBLE LIQUIDTIGHT CONDUIT AS INDICATED. 6. OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. 7. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND 80 M.P.H. WIND SPEED, EXPOSURE C. 8. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT UV STABLE, WEATHER PROOF, ENGRAVED PLASTIC LABELS. 9. REPAIR ANY EQUIPMENT PAINT SURFACE THAT HAS BEEN DAMAGED IN THE COURSE OF INSTALLATION. 10. CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING AND NEW LOADS ON ALL PANELS, CIRCUITS AND FEEDERS, AND PROVIDE ENGINEER AND INSPECTORS WITH PROOF THAT ALL LOADS COMPLY WITH THE NEC. ELECTRICAL NOTES: 1. ALL WIRES SHALL BE STRANDED COPPER WITH THHN/THWN AND 600 VOLTS INSULATION. ALL GROUNDING CONDUCTOR TO BE PROPERLY SIZED COPPER (STRANDED OR SOLID). 2. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE, SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL. 3. CONDUITS SHALL HAVE NO MORE THAN (4) 90° BENDS IN ANY SINGLE RUN. THE CONTRACTOR SHALL PROVIDE PULL BOXES AS NEEDED WHERE CONDUIT REQUIREMENTS EXCEED THESE CONDITIONS. PULL WIRES AND CAPS SHALL BE PROVIDED AT ALL SPARE CONDUITS. 4. ALL CONDUIT AND NIPPLE ENTRIES INTO CABINET AND METER BOXES SHALL BE MADE WITH WEATHERPROOF HUBS, CONNECTOR, OR LOCKNUTS LISTED FOR THE APPLICATIONS WITH NON-METALLIC BUSHINGS. 5. ONLY ONE SERVICE ALLOWED PER LUG. ALL GROUNDING AND BONDING MUST COMPLY WITH NEC 250 REQUIREMENTS. 6. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS TO THE OWNER. 60A 60A 100/2 EX. PURCELL SSC EXISTING T-MOBILE 100A, 120/240V, 1PH, 3W, 16 POSITION BREAKER PANEL W/60A MAIN BREAKER TO BE REMOVED -FIELD VERIFY & MIGRATE EXISTING CIRCUITS TO REPLACEMENT PANEL AS REQUIRED -REFER TO PANEL SCHEDULE EXISTING PURCELL SSC CABINET TO BE REMOVED EXISTING T-MOBILE CONDUCTORS FEEDING BREAKER PANEL TO BE REMOVED EXISTING CONDUCTORS TO BUILDING SOURCE EXISTING 400A, 480Y/277V, 3PH, 4W PANEL "5L" IN 5TH FLOOR ELECTRIC ROOM EXISTING 60A, 480Y/277V, 2P CIRCUIT BREAKER ("T-MOBILE" - POS 9/11) TO BE REMOVED EXISTING CT WIRING TO BE REMOVED EXISTING T-MOBILE 50A, 277/480V, 4W EMON-DMON SUB-METER TO BE REMOVED ROOFTOP 5TH FLOOR EXISTING T-MOBILE 15KVA SORGEL SINGLE PHASE INSULATED TRANSFORMER TO BE REMOVED (SQUARE D 15S1H) HV: 240X480V LV: 120/240V EXISTING T-MOBILE CONDUCTORS FEEDING TRANSFORMER TO BE REMOVED 200A 200/2 NEW HPL3 SSC NEW (3) 3/0 AWG & (1) 4 AWG GND IN 2" CONDUIT TO NEW SSC NEW T-MOBILE 200A, 120/240V, 1PH, 3W, 30 POSITION BREAKER PANEL W/200A MAIN BREAKER TO REPLACE EXISTING 100A POWER PANEL -REFER TO PANEL SCHEDULE EXISTING PURCELL SSC CABINET TO BE REMOVED & REPLACED W/NEW HPL3 SSC AND BATTERY CABINET PROPOSED (1) 200A/2P 4 POSITION 240V BREAKER & (1) 100A/2P 4 POSITION 240V BREAKER -FIELD VERIFY PANEL TYPE PRIOR TO ORDERING BREAKER NEW (3) 3/0 AWG & (1) 4 AWG GND IN 2" CONDUIT TO NEW T-MOBILE BREAKER PANEL NEW (3) 3/0 AWG & (1) 4 AWG GND IN 2" CONDUIT NEW 200A, 120/240V, 1PH, 3W DISCONNECT NEW T-MOBILE 100A, 277/480V EMON-DMON SUB-METER TO BE INSTALLED 100/2 NEW 50KVA DRY TYPE SINGLE PHASE TRANSFORMER HV: 240X480V LV: 120/240V NEW 100A, 480Y/277V, 2 POLE CIRCUIT BREAKER -FIELD VERIFY TYPE PRIOR TO ORDERING NEW (3) 3 AWG & (1) 8 AWG GND IN 1-1/2" CONDUIT PROPOSED AC ONE LINE DIAGRAM SCALE: NOT TO SCALE ROOFTOP 5TH FLOOR EXISTING CONDUCTORS TO BUILDING SOURCE EXISTING 400A, 480Y/277V, 3PH, 4W PANEL "5L" IN 5TH FLOOR ELECTRIC ROOM ROOFTOP 5TH FLOOR ROOFTOP 5TH FLOOR 100/2 NEW (3) 3 AWG & (1) 8 AWG GND IN 2" CONDUIT TO NEW SSC (FUTURE) NEW HLP3 SSC CABINET TO BE INSTALLED ON MODIFIED PLATFORM NEW 2" HPL3 SSC AC POWER CONDUIT NEW 2" CONDUIT W/DC POWER FROM SSC TO JUNCTION BOX (1 PER JUNCTION BOX) NEW 200A, 120/240V, 1PH, 3W BREAKER PANEL W/ 200 A MAIN BREAKER TO REPLACE EXISTING POWER PANEL 07/19/2021 DEPTH: 5.2" WEIGHT: 70.5 lbs OPERATING TEMP.: -40°F - 122°F (-40°C - 50°C) MOUNTING HARDWARE: POLE, WALL OR BOOK MOUNTING KITS INSTALLATION: REFER TO USER MANUAL FOR INSTALLATION INSTRUCTIONS. HCS 2.0 ROOFTOP JUNCTION BOX DETAIL SCALE: NOT TO SCALE SPECIFICATIONS: MANUFACTURER: COMMSCOPE MODEL: FE-16148-OVP-RT12 HEIGHT: 16" WIDTH: 14" DEPTH: 8" WEIGHT: 18.74 lbs MOUNTING HARDWARE: POLE OR WALL MOUNT INSTALLATION: REFER TO USER MANUAL FOR INSTALLATION INSTRUCTIONS. HCS 2.0 PENDANT DETAIL SCALE: NOT TO SCALE WEIGHT (WITHOUT MOUNTING HARDWARE): 23.5 LBS. SIZE (HxWxD): 14.0x16.0x8.0 IN. HEAT SHRINK TUBE HYBRID CABLE BASED BOX ASSEMBLY ANTENNA DETAIL SCALE: NOT TO SCALE SPECIFICATIONS: MANUFACTURER: COMMSCOPE MODEL FFVV-65C-R3-V1 HEIGHT: 96.496" (2451 mm) WIDTH: 11.85" (301 mm) DEPTH: 7.126" (181 mm) WEIGHT: 80.469 lbs (36.5 kg) SURVIVAL WIND SPEED: 149.75 mph MOUNTING HARDWARE: COMMRET V1 TILT KIT (INCLUDED) MOUNT PIPE DIA: 2.4" - 4.7" (60mm - 120mm) INSTALLATION: REFER TO RFS MOUNTING HARDWARE INSTALLATION INSTRUCTIONS SUPPLIED WITH ANTENNA BY MANUFACTURER 240° 85' 120° 85' 240° --- COMMSCOPE FFVV-65C-R3-V1 (OCTO) AEHC COMMSCOPE FFVV-65C-R3-V1 (OCTO) 85' 85' 85' COMMSCOPE FFVV-65C-R3-V1 (OCTO) AEHC A 3A AEHC 0° 85' --- --- --- B 3B C 3C MOUNT EXISTING ROOFTOP PROPOSED PANEL ANTENNA MOUNTED ON MOUNT PIPE ANTENNA MOUNTING HARDWARE INCLUDED WITH ANTENNA - REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS PROPOSED RRU MOUNTED ON MOUNT PIPE (BELOW PROPOSED ANTENNA) W/ MANUFACTURER SUPPLIED PIPE MOUNT BRACKET PROPOSED JUMPERS SHALL BE SECURED TO MOUNT PIPE WITH STAINLESS STEEL BANDING AND SNAP-STACK HANGERS @ 3'-0" O.C. EXISTING WALL MOUNT BRACKETS EXISTING SCREEN WALL EXISTING PIPE MOUNT EXISTING ROOFTOP EXISTING HORIZONTAL BRACING 07/19/2021 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 C-2A 0 FOR CONSTRUCTION 06/24/21 ANTENNA LAYOUTS CIVIL SEAL 1B 1A GAMMA SECTOR 240° 2A 2B 1C 2C 3A 3B 3C EXISTING SCREENWALL EXISTING PENTHOUSE EXISTING ANTENNA LAYOUT SCALE: NOT TO SCALE 1B 2B 1C 2C 3B 3C EXISTING SCREENWALL EXISTING PENTHOUSE PROPOSED ANTENNA LAYOUT SCALE: NOT TO SCALE (2) EXISTING QUAD POLE ANTENNAS PER SECTOR TO BE REMOVED (6 TOTAL) BETA SECTOR 120° ALPHA SECTOR 120° (1) EXISTING SBNH-1D65C QUAD ANTENNA PER SECTOR TO BE REMOVED (3 TOTAL) EXISTING ROOFTOP EXISTING AIR-HANDLER UNIT GAMMA SECTOR 240° BETA SECTOR 120° ALPHA SECTOR 120° 1A 2A 3A (1) NEW AEHC ANTENNA PER SECTOR TO BE MOUNTED ON EXISTING MOUNT PIPE (3 TOTAL) (1) NEW COMMSCOPE - FFVV-65C-R3-V1 ANTENNA PER SECTOR TO BE MOUNTED ON EXISTING MOUNT PIPE (3 TOTAL) EXISTING ROOFTOP NEW 3'-9"± x 8'-6"± ELEVATED EQUIPMENT PLATFORM OR PLATFORM EXTENSION NEW 3'-9"± x 7'-3"± ELEVATED EQUIPMENT PLATFORM STRUCTURAL MODIFICATIONS REQUIRED STRUCTURAL MODS REQUIRED ON EQUIPMENT PLATFORMS. REFER TO SHEET C-1.1 FOR LOCATIONS & STRUCTURAL MODIFICATION DESIGN DRAWINGS AT THE END OF THE SET FOR MODIFICATION REQUIREMENTS & DETAILS. NO NEW EQUIPMENT SHALL BE INSTALLED UNTIL STRUCTURAL MODIFICATIONS ARE COMPLETED. (3) EXISTING FRBG RRU'S AND (3) EXISTING FXFB RRU'S MOUNTED BELOW SCREENW ALL TO BE REMOVED (6 TOTAL) (1) EXISTING COVP PER SECTOR TO BE REMOVED (3 TOTAL) (1) EXISTING FRIJ RRU PER SECTOR TO BE REMOVED (3 TOTAL) (1) NEW AHLOA RRU PER SECTOR TO BE INSTALLED BELOW ANTENNA ON MOUNT PIPE (3 TOTAL) (1) NEW AHFIG RRU PER SECTOR TO BE INSTALLED BELOW ANTENNA ON MOUNT PIPE (3 TOTAL) 07/19/2021 BELOW ANTENNA, TYPICAL PER SECTOR 07/19/2021 REMOVED EXISTING NODE B EQUIPMENT TO BE REMOVED EXISTING CHILLED WATER PIPE EXISTING SCREEN WALL NEW 4'-6"± x 9'-0"± ELEVATED EQUIPMENT PLATFORM AND PLATFORM EXTENSION NEW 2'-6"± x 7'-3"± ELEVATED EQUIPMENT PLATFORM NEW LB3 BATTERY CABINET TO BE INSTALLED NEW HPL3 SSC CABINET TO BE INSTALLED EXISTING ZAYO AAV CABINET TO REMAIN NEW 200A, 120/240V, 1PH, 3W BREAKER PANEL W/ 200 A MAIN BREAKER TO REPLACE EXISTING POWER PANEL EXISTING AIR HANDLER UNIT EXISTING PENTHOUSE EXISTING CHILLED WATER PIPE EXISTING SCREEN WALL (2) NEW HCS 2.0 ROOFTOP JUNCTION BOXES MOUNTED TO SCREEN WALL 1'-1" 2'-11" 5'-1" 3'-2" 2'-11" 1'-2" 07/19/2021 INDIANAPOLIS, IN 46240 COUNTY: HAMILTON COUNTY JURISDICTION: CITY OF CARMEL PARCEL ID: 1-13-11-04-17-001.007 LATITUDE: 39° 55' 41.45" N (39.928181°) LONGITUDE: 86° 09' 12.73" W (-86.153536°) TITLE PAGE T-1 TITLE PAGE C-1 SITE PLAN C-1.1 EQUIPMENT PLANS C-2 BUILDING ELEVATION C-2A ANTENNA LAYOUTS C-3 ANTENNA MOUNTING DETAIL C-4 HPL3 CABINET DETAIL C-5 LB3 CABINET DETAIL C-6 CABINET LAYOUTS RF-1 RF CONFIGURATION RF-2 EQUIPMENT SPECS E-1 ELECTRICAL PLAN & DETAILS E-2 PANEL SCHEDULES E-3 GROUNDING DETAILS N-1 GENERAL NOTES N-2 GENERAL NOTES N-3 GENERAL NOTES NO. DATE SHEET: A REVISION/ISSUE TITLE: PRELIMINARY CDs 05/19/21 T Mobile R HEWLETT PACKARD 2021746.MW07041A.01 MW07041A JMJ 6215 MORENCI TRAIL INDIANAPOLIS, IN 46268 (317) 347-7071 THE INFORMATION CONTAINED I N T H I S S E T O F D O C U M E N T S I S PROPRIETARY B Y NATURE. A N Y U S E O R D I S C L O S U R E O T H E R T H A N T H A T W H I C H R E L A T E S T O C L I E N T N A M E I S S T R I C T L Y P R O H I B I T E D GPD GROUP, INC. ® 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 T-1 0 FOR CONSTRUCTION 06/24/21 © 2021 GOOGLE © 2021 GOOGLE 07/19/2021