recelltowerfee170glendalerdflorencema4sh0213c
4SH0213C ATCColloPrj_OAA688687_PELetter_2016-10-25 07_20_08.373.pdf Cary Letterhead
Eng. Number OAA688687_C2_02 October 24 2016 Page 1 of 2 ATC Tower Services, Inc. - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 – 919-468-0112 Office - 919.466.5414 Fax - www.americantower.com
Structural Evaluation ATC Site Number & Name 15035, Northampton Landfill MA, MA Carrier Site Number & Name 4SH0213C, SH213/ATC Northampton Site Location Westhampton Road Florence,
MA 01062-9806, Hampshire County 42.29556944 N / -72.70784444 W Tower Description 198.9 ft Monopole Basic Wind Speed Basic Wind Speed w/ Ice Code 95 mph (3-Second Gust) 40 mph (3-Second
Gust) w/ 1” ice ANSI/TIA-222-G / 2009 IBC /Massachusetts State Building Code, 8th Edition Existing and Reserved Equipment Elevation¹ (ft) Qty Antenna Mount Type Lines Carrier Mount
RAD 197.0 197.0 3 Alcatel-Lucent ALU 800MHz External Notch Filter Low Profile Platform (4) 1 1/4" Hybriflex (1) 0.24" Cat 5 Sprint Nextel 1 Alcatel-Lucent MPR e 3 Alcatel-Lucent 800MHz
RRH 3 Alcatel-Lucent 1900MHz RRH 3 Alcatel-Lucent TD-RRH8x20-25 w/ Solar Shield 1 RFS SB2-107AMPT 3 RFS APXVTM14-C-I20 3 RFS APXVSPP18-C-A20 187.0 187.0 3 Ericsson KRY 112 144/1 Low
Profile Platform (12) 1 5/8" Coax (1) 1 5/8" Hybriflex T-Mobile 3 Ericsson AIR 21, 1.3 M, B2A B4P 3 Ericsson AIR 21, 1.3M, B4A B2P 175.0 175.0 12 Kathrein 860 10025 Low Profile Platform
(12) 1 5/8" Coax (2) 0.78" 8 AWG 6 (1) 0.39" Fiber Trunk AT&T Mobility 3 Ericsson RRUS-11 800MHz 6 Powerwave TT19-08BP111-001 1 Raycap DC6-48-60-18-8F. 6 Kathrein 800 10122 1 Andrew
SBNH-1D6565C 2 Powerwave P65-17-XLH-RR 144.0 144.0 1 Telewave ANT150F2 Side Arm (1) 7/8" Coax City Of Northampton Police Dept 142.0 142.0 6 RFS FD9R6004/2C-3L Low Profile Platform (12)
1 5/8" Coax Verizon 3 Antel BXA-171085-8BF-EDIN-X 2 Antel BXA-70063/4CF 6 Antel LPA-80063/4CF 1 Antel BXA-70063-6CF-EDIN-X 135.0 135.0 3 RFS APXV18-206517 Flush (6) 1 5/8" Coax Metro
PCS 120.0 120.0 1 Radio/ODU Flush (1) 1/2" Coax AT&T Mobility 1 4' HP Dish 116.0 116.0 1 Radio/ODU Flush (1) 3/8" Coax 1 2' HP Dish 114.0 114.0 1 Radio/ODU Flush (1) 3/8" Coax 1 2'
HP Dish 73.0 73.0 1 PCTEL GPS-TMG-HR-26N Flush (1) 1/2" Coax Sprint Nextel Eng. Number OAA688687_C2_02 October 24 2016 Page 2 of 2 ATC Tower Services, Inc. - 3500 Regency Parkway,
Suite 100 - Cary, NC 27518 – 919-468-0112 Office - 919.466.5414 Fax - www.americantower.com Equipment to be Removed Elevation¹ (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 187.0
187.0 - - - (1) 1.28" Cable Bundle T-Mobile Proposed Equipment Elevation¹ (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 187.0 187.0 3 Ericsson RRUS 11 B12 Low Profile Platform
(6) 1 5/8" Coax T-Mobile 3 Andrew LNX-6515DS-A1M 1 Mount elevation is defined as height above bottom of steel structure to bottom of mount, RAD elevation is defined as center of antenna
above grade level (AGL). Install proposed coax inside of the pole shaft. The existing and proposed loads listed in the tables above are compared to the tower’s current design capacity
or previous structural analysis. The tower should be re-evaluated as future loads are added or if actual loads are found different from those listed in the tables. The subject tower
and foundation are adequate to support the above stated loads in conformance with specified requirements. JDB/AMS
STAMPED 4SH0213C ATC-15035 NORTHAMPTONLANDFILL MA, MA (11909045).AE(CD).REV0.pdf R-601
DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 15035 NORTHAMPTON LANDFILL MA WESTHAMPTON RD. FLORENCE, MA 01062 BRL PPB 11/17/16 11909045 G-001 SEAL: DESCRIPTIONREV. DATE
BY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED.
ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN
TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS
AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile TITLE SHEET 0 FOR CONSTRUCTION
BRL 11/17/16 0 T-MOBILE ANTENNA AMENDMENT 702CU CONFIGURATION VICINITY MAP SITE LOCATION R 1. THE FACILITY IS UNMANNED. 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH
FOR ROUTINE INSPECTION AND MAINTENANCE. 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4. NO SANITARY SEWER, POTABLE WATER OR
TRASH DISPOSAL IS REQUIRED. 5. HANDICAP ACCESS IS NOT REQUIRED. COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION PROJECT NOTES PROJECT TEAM PROJECT LOCATION DIRECTIONS UTILITY COMPANIES
SHEET INDEX SHEET NO: DESCRIPTION: REV: DATE: BY: G-001 TITLE SHEET 0 11/17/16 BRL G-002 GENERAL NOTES 0 11/17/16 BRL C-101 DETAILED SITE PLAN & TOWER ELEVATION 0 11/17/16 BRL C-501
ANTENNA INFORMATION & SCHEDULE 0 11/17/16 BRL E-501 GROUNDING DETAILS 0 11/17/16 BRL R-601 SUPPLEMENTAL JURISDICTION: CITY OF NORTHAMPTON ZONING INFORMATION: AMERICAN TOWER 10 PRESIDENTIAL
WAY WOBURN, MA 01801 TOWER OWNER: PROPERTY OWNER: ATC TOWER SERVICES, LLC 3500 REGENCY PKWY STE 100 CARY, NC 27518 ENGINEER: CITY OF NORTHAMPTON 210 MAIN STREET NORTHAMPTON, MA 01060
ATC SITE NAME: NORTHAMPTON LANDFILL MA ATC SITE NUMBER: 15035 T-MOBILE SITE ID: 4SH0213C SITE ADDRESS: WESTHAMPTON RD. FLORENCE, MA 01062 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING
TO THESE CODES. 1. INTERNATIONAL BUILDING CODE (IBC) 2. NATIONAL ELECTRIC CODE (NEC) 3. LOCAL BUILDING CODE 4. CITY/COUNTY ORDINANCES THE PROPOSED PROJECT INCLUDES MODIFYING GROUND
BASED EQUIPMENT AND TOWER MOUNTED EQUIPMENT AS INDICATED PER BELOW: INSTALL (3) PANELS AND (3) RRUs (6) EXISTING PANELS AND (3) TTAs TO REMAINGEOGRAPHIC COORDINATES: LATITUDE: 42.29556
LONGITUDE: -72.70784 GROUND ELEVATION: 258' AMSL SITE ADDRESS: WESTHAMPTON RD POWER COMPANY: WESTERN MASS ELECTRIC PHONE: (413) 785-5871 TELEPHONE COMPANY: VERIZON PHONE: (800) 922-0204
FROM SPRINGFIELD, MA: TAKE THE MASSACHUSETTS TURNPIKE TO RT. I-91. TAKE I-91 NORTH TO EXIT 19. TAKE RT. 66 WEST TO GLENDALE ROAD. GO LEFT ON GLENDALE ROAD. SITE IS ON THE LEFT AT THE
SANITARY LAND FILL. WESTHAMPTON RD. FLORENCE, MA 01062 COUNTY: HAMPSHIRE LOCATION MAP APPLICANT: CARRIER CONTACT: T-MOBILE 15 COMMERCE WAY, SUITE B NORTON, MA 02766 RICH BANCROFT (617)
586-6776 DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 15035 NORTHAMPTON LANDFILL MA WESTHAMPTON RD. FLORENCE, MA 01062 BRL PPB 11/17/16 11909045 G-002 SEAL: DESCRIPTIONREV.
DATE BY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 THESE DRAWINGS AND/OR THE
ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY
ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY
OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY
ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile GENERAL
NOTES 0 FOR CONSTRUCTION BRL 11/17/16 0 GENERAL CONSTRUCTION NOTES: 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TIA-222,
AND COMPLY WITH ATC MASTER SPECIFICATIONS. 2. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE
FOR COORDINATING ALL REQUIRED INSPECTIONS. 4. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH
ALL DISCREPANCIES REPORTED TO THE ENGINEER. 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS
OTHERWISE NOTED. 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. CONTRACTOR SHALL BRACE STRUCTURES
UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF
EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 10. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS
SHALL BE REPORTED TO THE T-MOBILE WIRELESS REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE T-MOBILE WIRELESS REP PRIOR TO
PROCEEDING. 11. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE WIRELESS REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION
OF THIS PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE T-MOBILE WIRELESS CONSTRUCTION MANAGER. 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED
DURING INSTALLATION USING A SILICONE SEALANT. 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR SHALL NOTIFY THE T-MOBILE WIRELESS REP IMMEDIATELY.
15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 16. CONTRACTOR SHALL REMOVE ALL RUBBISH
AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 17. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS
OF THE FACILITY. 18. CONTRACTOR SHALL FURNISH T-MOBILE WIRELESS WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. 19. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL
COORDINATE WITH T-MOBILE WIRELESS REP TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL
INSTALL ALL ITEMS PROVIDED. 20. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE WIRELESS REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED
PERMITS NOT OBTAINED BY T-MOBILE WIRELESS MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 21. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE WIRELESS SPECIFICATIONS
AND REQUIREMENTS. 22. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE WIRELESS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 23. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE WIRELESS SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 24. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED
HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER
THE CONTRACT. 25. CONTRACTOR SHALL NOTIFY T-MOBILE WIRELESS REP A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING
ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS
AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING,
TRENCH BOXES/SLOPING, BARRIERS, ETC. 27. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD.
ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, EITHER
TO THE EXISTING WORK, OR TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. 28. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS,
NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE T-MOBILE WIRELESS REP. ANY WORK FOUND BY
THE T-MOBILE WIRELESS REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 29. IN ORDER TO ESTABLISH
STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF 0$7(5,$/6/,67('+(5(,1$)7(5%<0$18)$&785(5¶61$0(6$1'250$18)$&785(5¶6 CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS
AS SPECIFIED. STRUCTURAL STEEL NOTES: 1. 6758&785$/67((/6+$//&21)250727+(/$7(67(',7,212)7+($,6&³63(&,),&$7,21 )257+('(6,*1)$%5,&$7,21$1'(5(&7,212)6758&785$/67((/)25%8,/',1*6´
2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE B. ASTM A-36
- ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE. C. ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND) D. ASTM A-325, TYPE SC OR N - ALL BOLTS FOR
CONNECTING STRUCTURAL MEMBERS E. ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION PER
ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695. 4. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING PAINT
OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND 0$18)$&785(5¶65(&200(1'$7,216 5. DO NOT
DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 6. CONNECTIONS: A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED
IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1. B. ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE
TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. D. IT IS THE CONTRACTORS RESPONSIBILITY
TO PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. E. ALL ELECTRODES TO BE LOW HYDROGEN,
MATCHING FILLER METAL, PER AWS D1.1, UNLESS NOTED OTHERWISE. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE. G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL,
CONTRACTOR SHALL GRIND OFF *$/9$1,=,1*ò´%(<21'$//),(/':(/'685)$&(6$)7(5:(/'$1':(/' INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING
COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER:
REVISION: 15035 NORTHAMPTON LANDFILL MA WESTHAMPTON RD. FLORENCE, MA 01062 BRL PPB 11/17/16 11909045 C-101 SEAL: DESCRIPTIONREV. DATE BY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS:
ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE
ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED.
NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES.
ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile DETAILED SITE PLAN & TOWER ELEVATION 0 FOR CONSTRUCTION BRL 11/17/16
0 PROPOSED ANTENNA RAD CENTER @ 187' A.G.L. 2 TOWER ELEVATION SCALE: NOT TO SCALE 0 20' 40' SCALE: 1"=20' (11X17) 1"=10' (22X34) 2 TOWER ELEVATION SCALE: NOT TO SCALE 1 DETAILED
SITE PLAN TOWER NOTE: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE AMERICAN TOWER CONSTRUCTION MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS
BEFORE COMMENCING WORK. EXISTING AND PROPOSED TOWER APPURTENANCES, MOUNTS, AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2. ATC DID NOT CONFIRM EXISTING SITE CONDITIONS INCLUDING,
BUT NOT LIMITED TO, ANTENNA HEIGHTS, ANTENNA AZIMUTHS AND MOUNT CONFIGURATIONS. 2 C-501 PROPOSED ANTENNAS BY T-MOBILE 1 C-501 SITE PLAN NOTES: 1. THIS SITE PLAN REPRESENTS THE BEST
PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE
OF WORK FOR THIS PROJECT. 2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL PROPOSED AND EXISTING
EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS
OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION
OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF
THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. (MODIFIED AS REQUIRED FOR UPGRADE FROM 2C TO 702CU CONFIGURATION) 4 E-501 1 R-601 DRAWN BY: APPROVED
BY: DATE DRAWN: SHEET NUMBER: REVISION: 15035 NORTHAMPTON LANDFILL MA WESTHAMPTON RD. FLORENCE, MA 01062 BRL PPB 11/17/16 11909045 C-501 SEAL: DESCRIPTIONREV. DATE BY ATC SITE NUMBER:
ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN
TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile ANTENNA INFORMATION & SCHEDULE 0 FOR CONSTRUCTION
BRL 11/17/16 0 1 EXISTING ANTENNA PLAN 2 PROPOSED ANTENNA PLAN NOTES: 1. ATC HAS NOT YET VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION. CONTRACTOR TO VERIFY MOUNT
CONFIGURATION HAS SUFFICIENT SPACE FOR PROPOSED LESSEE EQUIPMENT (I.E. CLEARANCES, MOUNT PIPE OR SUFFICIENT LENGTH, ETC.) ATC DID NOT ANALYZE ANTENNA MOUNT TO DETERMINE ADEQUATE STRUCTURAL
CAPACITY FOR ANY LESSEE LOADING. NOTES: 1. ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS, COAX, ETC. SHALL BE MOUNTED IN ACCORDANCE WITH THE TOWER STRUCTURAL ANALYSIS ON FILE WITH THE ATC
CM. 2. SPACING OF PROPOSED EQUIPMENT SHALL BE CONFIRMED FOR TOWER CONFLICTS AND PROPOSED MOUNTS SHALL NOT IMPEDE TOWER CLIMBING PEGS. 3 ANTENNA SCHEDULE PROPOSED ANTENNA/ COAX SCHEDULE
SECTOR ANT. PANEL MODEL # MOUNTING HEIGHT AZIMUT H (TN) MECH. D-TILT ELEC. D-TILT ADDITIONAL TOWER MOUNTED EQUIPMENT ANTENNA COAX DESCRIPTION ALPHA A2 LNX-6515DS-A1M 187'-0" - -
RRUS 11 B12 ALPHA A2 LNX-6515DS-A1M 187'-0" - - RRUS 11 B12 ALPHA A2 LNX-6515DS-A1M 187'-0" IOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER. T Mobile GROUNDING DETAILS 0 FOR CONSTRUCTION BRL 11/17/16 0 DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. CONTRACTOR SHALL
PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. 2 CABLE GROUND KIT CONNECTION DETAIL SCALE: NOT TO SCALE TO ANTENNA TO EQUIPMENT
TO GROUND BAR $17(11$&$%/(0$; GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR)
GROUND KIT NOTES: 1. 2. 1/4" X 4" X 6" GROUND BAR (ERICO P/N: EGBA14406CC OR EQUAL) 3 TOWER GROUND BAR DETAIL SCALE: NOT TO SCALE GROUND BAR NOTES: 1. GROUND BAR KITS COME WITH ALL
HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. 3/8" SS LOCK WASHER (EACH SIDE) 3/8" X 3/4" SS BOLT (EACH
SIDE) TWO-HOLE LUG, TO BE USED WITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) GROUND BAR MOUNTED NEAR/BELOW ANTENNA (TO BE INSTALLED IF REQUIRED) #6 AWG STRANDED CU WIRE WITH GREEN,
600V, THWN INSULATION ANTENNA CABLE TO CABINET (TYP.) PROPOSED CABLE GROUND KIT NOTES: 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY
BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS. 2. SITE GROUNDING SHALL COMPLY
WITH T-MOBILE GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL
GOVERN. PROPOSED CONNECTOR AND WEATHERPROOFING KIT 1 TYPICAL ANTENNA GROUNDING DIAGRAM SCALE: NOT TO SCALE PROPOSED ANTENNA PROPOSED JUMPER 2 E-501 3 E-501 PROPOSED WEATHERPROOFING
KIT PROPOSED 3-#1 AWG CU & 1-#8 AWG CU IN 1-1/2" CONDUIT (MIN.) PROPOSED OR EXISTING 80A BREAKER AS APPLICABLE (REPLACE WITH PROPOSED 6131. INSTALL AND CONNECT AS DIRECTED BY T-MOBILE)
4 ELECTRICAL UPGRADE DIAGRAM SCALE: NOT TO SCALE ELECTRICAL NOTES: 1. THIS DIAGRAM REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR
SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE.
ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. 3. ATC HAS NOT YET VERIFIED
ANY EXISTING T-MOBILE GROUND EQUIPMENT OR ELECTRICAL LOADING. PROPOSED WORK BASED ON INSTALLATION CONFIGURATION PROVIDED BY T-MOBILE. CONTRACTOR TO VERIFY EXISTING T-MOBILE PANEL HAS
SUFFICIENT SPACE FOR PROPOSED BREAKER. TERMINATE PER MANUFACTURER'S SPECIFICATIONS DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 15035 NORTHAMPTON LANDFILL MA WESTHAMPTON
RD. FLORENCE, MA 01062 BRL PPB 11/17/16 11909045 R-601 SEAL: DESCRIPTIONREV. DATE BY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY
SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE
AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER
IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING
ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED
BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile SUPPLEMENTAL 0 FOR CONSTRUCTION BRL 11/17/16 0 2 ANTENNA CONFIGURATION SCALE: NOT TO SCALE NOTE: THIS SHEET CREATED BY
OTHERS AND PROVIDED BY REQUEST OF CUSTOMER WITHOUT EDIT. 1 RAN CONFIGURATION SCALE: NOT TO SCALE