Loading...
170 Glendale STAMPED 2016-10-25DRAWN 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.DATEBY 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 ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER.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: WESTHA M P T O N R D 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 D R A W N B Y : A P P R O V E D B Y : D A T E D R A W N : S H E E T N U M B E R : R E V I S I O N : 1 5 0 3 5 N O R T H A M P T O N L A N D F I L L M A W E S T H A M P T O N R D . F L O R E N C E , M A 0 1 0 6 2 B R L P P B 1 1 / 1 7 / 1 6 1 1 9 0 9 0 4 5 G - 0 0 2 S E A L : D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : A T C J O B N O : A T C T O W E R S E R V I C E S , L L C 3 5 0 0 R E G E N C Y P A R K W A Y S U I T E 1 0 0 C A R Y , N C 2 7 5 1 8 P H O N E : ( 9 1 9 ) 4 6 8 - 0 1 1 2 T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N A S I N S T R U M E N T S O R S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F A M E R I C A N T O W E R . T H E I R U S E A N D P U B L I C A T I O N S H A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R W H I C H T H E Y A R E P R E P A R E D . 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 A M E R I C A N T O W E R O R T H E S P E C I F I E D C A R R I E R I S S T R I C T L Y P R O H I B I T E D . T I T L E T O T H E S E D O C U M E N T S S H A L L R E M A I N T H E P R O P E R T Y O F A M E R I C A N T O W E R W H E T H E R O R N O T T H E P R O J E C T I S E X E C U T E D . N E I T H E R T H E A R C H I T E C T N O R T H E E N G I N E E R W I L L B E P R O V I D I N G O N - S I T E C O N S T R U C T I O N R E V I E W O F T H I S P R O J E C T . C O N T R A C T O R ( S ) M U S T V E R I F Y A L L D I M E N S I O N S A N D A D V I S E A M E R I C A N T O W E R O F A N Y D I S C R E P A N C I E S . A N Y P R I O R I S S U A N C E O F T H I S D R A W I N G I S S U P E R S E D E D B Y T H E L A T E S T V E R S I O N O N F I L E W I T H A M E R I C A N T O W E R . T M o b i l e ‹ G E N E R A L N O T E S 0 F O R C O N S T R U C T I O N B R L 1 1 / 1 7 / 1 6 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 UTILITIESPRIOR 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 SITEIMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIESREPORTED TO THE ENGINEER.5.DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS.6.DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESSOTHERWISE NOTED.7.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETYWHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.8.CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FORSTABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHORBOLTS, 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 NONCONFORMINGMATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE WIRELESS REP PRIOR TOREMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTENAPPROVAL BY THE T-MOBILE WIRELESS REP PRIOR TO PROCEEDING.11.EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE WIRELESS REP, AND COORDINATEHIS WORK WITH THE WORK OF OTHERS.12.CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TOMATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE T-MOBILEWIRELESS CONSTRUCTION MANAGER.13.ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATIONUSING A SILICONE SEALANT.14.WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTORSHALL NOTIFY THE T-MOBILE WIRELESS REP IMMEDIATELY.15.CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE ANDCURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT.16.CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACHDAY.17.CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONSTO 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 OFDRAWINGS UPON COMPLETION OF WORK.19.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE WIRELESSREP TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALLBE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMSPROVIDED.20.PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH T-MOBILE WIRELESSREP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIREDPERMITS NOT OBTAINED BY T-MOBILE WIRELESS MUST BE OBTAINED, AND PAID FOR, BY THECONTRACTOR.21.CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE WIRELESSSPECIFICATIONS AND REQUIREMENTS.22.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE WIRELESS FOR REVIEW ANDAPPROVAL PRIOR TO FABRICATION.23.ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS ANDLOCATED ACCORDING TO T-MOBILE WIRELESS SPECIFICATIONS, AND AS SHOWN IN THESEPLANS.24.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THECONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THEWORK UNDER THE CONTRACT.25.CONTRACTOR SHALL NOTIFY T-MOBILE WIRELESS REP A MINIMUM OF 48 HOURS IN ADVANCE OFPOURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS ORSEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW ANDAPPROVAL.26.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALLAPPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARYSAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDINGAND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING,BARRIERS, ETC.27.THE CONTRA C T O R S H A L L P R O T E C T A T H I S O W N E X P E N S E , A L L E X I S T I N G F A C I L I T I E S A N D S U C H OF HIS NEW W O R K L I A B L E T O I N J U R Y D U R I N G T H E C O N S T R U C T I O N P E R I O D . A N Y D A M A G E CAUSED BY N E G L E C T O N T H E P A R T O F T H I S C O N T R A C T O R O R H I S R E P R E S E N T A T I V E S , O R B Y THE ELEMEN T S D U E T O N E G L E C T O N T H E P A R T O F T H I S C O N T R A C T O R O R H I S REPRESENT A T I V E S , E I T H E R T O T H E E X I S T I N G W O R K , O R T O H I S W O R K O R T H E W O R K O F A N Y OTHER CONT R A C T O R , S H A L L B E R E P A I R E D A T H I S E X P E N S E T O T H E O W N E R ' S S A T I S F A C T I O N . 28.ALL WORK S H A L L B E I N S T A L L E D I N A F I R S T C L A S S , N E A T A N D W O R K M A N L I K E M A N N E R B Y MECHANICS S K I L L E D I N T H E T R A D E I N V O L V E D . T H E Q U A L I T Y O F W O R K M A N S H I P S H A L L B E SUBJECT TO T H E A P P R O V A L O F T H E T - M O B I L E W I R E L E S S R E P . A N Y W O R K F O U N D B Y T H E T-MOBILE WI R E L E S S R E P T O B E O F I N F E R I O R Q U A L I T Y A N D / O R W O R K M A N S H I P S H A L L B E REPLACED A N D / O R R E W O R K E D A T C O N T R A C T O R E X P E N S E U N T I L A P P R O V A L I S O B T A I N E D . 29.IN ORDER TO E S T A B L I S H S T A N D A R D S O F Q U A L I T Y A N D P E R F O R M A N C E , A L L T Y P E S O F 0$7(5,$/6/ , 6 7 ( '  + ( 5 ( , 1 $ ) 7 ( 5  % <  0 $ 1 8 ) $ & 7 8 5 ( 5 ¶ 6  1 $ 0 ( 6  $ 1 '  2 5  0 $ 1 8 ) $ & 7 8 5 ( 5 ¶ 6 CATALOG NU M B E R S H A L L B E P R O V I D E D B Y T H E S E M A N U F A C T U R E R S A S S P E C I F I E D . STRUCT U R A L S T E E L N O T E S : 1.6758&785$ /  6 7 ( ( /  6 + $ / /  & 2 1 ) 2 5 0  7 2  7 + (  / $ 7 ( 6 7  ( ' , 7 , 2 1  2 )  7 + (  $ , 6 &  ³ 6 3 ( & , ) , & $ 7 , 2 1 )257+('( 6 , * 1   ) $ % 5 , & $ 7 , 2 1  $ 1 '  ( 5 ( & 7 , 2 1  2 )  6 7 5 8 & 7 8 5 $ /  6 7 ( ( /  ) 2 5  % 8 , / ' , 1 * 6  ´ 2.STRUCTURA L S T E E L R O L L E D S H A P E S , P L A T E S A N D B A R S S H A L L C O N F O R M T O T H E F O L L O W I N G ASTM DESIG N A T I O N S : A.ASTM A - 5 7 2 , G R A D E 5 0 - A L L W S H A P E S , U N L E S S N O T E D O R A 9 9 2 O T H E R W I S E B.ASTM A - 3 6 - A L L O T H E R R O L L E D S H A P E S , P L A T E S A N D B A R S U N L E S S N O T E D O T H E R W I S E . C.ASTM A - 5 0 0 , G R A D E B - H S S S E C T I O N ( S Q U A R E , R E C T A N G U L A R , A N D R O U N D ) D.ASTM A - 3 2 5 , T Y P E S C O R N - A L L B O L T S F O R C O N N E C T I N G S T R U C T U R A L M E M B E R S E.ASTM F - 1 5 5 4 0 7 - A L L A N C H O R B O L T S , U N L E S S N O T E D O T H E R W I S E 3.ALL EXPOSE D S T R U C T U R A L S T E E L M E M B E R S S H A L L B E H O T - D I P P E D G A L V A N I Z E D A F T E R FABRICATIO N P E R A S T M A 1 2 3 . E X P O S E D S T E E L H A R D W A R E A N D A N C H O R B O L T S S H A L L B E GALVANIZED P E R A S T M A 1 5 3 O R B 6 9 5 . 4.ALL FIELD C U T S U R F A C E S , F I E L D D R I L L E D H O L E S A N D G R O U N D S U R F A C E S W H E R E E X I S T I N G PAINT OR GA L V A N I Z A T I O N R E M O V A L W A S R E Q U I R E D S H A L L B E R E P A I R E D W I T H ( 2 ) B R U S H E D COATS OF Z R C G A L V I L I T E C O L D G A L V A N I Z I N G C O M P O U N D P E R A S T M A 7 8 0 A N D 0$18)$&78 5 ( 5 ¶ 6  5 ( & 2 0 0 ( 1 ' $ 7 , 2 1 6  5.DO NOT DRIL L H O L E S T H R O U G H S T R U C T U R A L S T E E L M E M B E R S E X C E P T A S S H O W N A N D DETAILED ON S T R U C T U R A L D R A W I N G S . 6.CONNECTIO N S : A.ALL W E L D I N G T O B E P E R F O R M E D B Y A W S C E R T I F I E D W E L D E R S A N D C O N D U C T E D I N ACCO R D A N C E W I T H T H E L A T E S T E D I T I O N O F T H E A W S W E L D I N G C O D E D 1 . 1 . B.ALL W E L D S S H A L L B E I N S P E C T E D V I S U A L L Y . 2 5 % O F W E L D S S H A L L B E I N S P E C T E D W I T H DYE P E N E T R A N T O R M A G N E T I C P A R T I C L E T O M E E T T H E A C C E P T A N C E C R I T E R I A O F A W S D1.1. R E P A I R A L L W E L D S A S N E C E S S A R Y . C.INSPE C T I O N S H A L L B E P E R F O R M E D B Y A N A W S C E R T I F I E D W E L D I N S P E C T O R . D.IT IS T H E C O N T R A C T O R S R E S P O N S I B I L I T Y T O P R O V I D E B U R N I N G / W E L D I N G P E R M I T S A S REQU I R E D B Y L O C A L G O V E R N I N G A U T H O R I T Y A N D I F R E Q U I R E D S H A L L H A V E F I R E DEPA R T M E N T D E T A I L F O R A N Y W E L D I N G A C T I V I T Y . E.ALL E L E C T R O D E S T O B E L O W H Y D R O G E N , M A T C H I N G F I L L E R M E T A L , P E R A W S D 1 . 1 , UNLE S S N O T E D O T H E R W I S E . F.MINIM U M W E L D S I Z E T O B E 0 . 1 8 7 5 I N C H F I L L E T W E L D S , U N L E S S N O T E D O T H E R W I S E . G.PRIO R T O F I E L D W E L D I N G G A L V A N I Z I N G M A T E R I A L , C O N T R A C T O R S H A L L G R I N D O F F *$/9 $ 1 , = , 1 *  ò ´  % ( < 2 1 '  $ / /  ) , ( / '  : ( / '  6 8 5 ) $ & ( 6   $ ) 7 ( 5  : ( / '  $ 1 '  : ( / ' INSPE C T I O N I S C O M P L E T E , R E P A I R A L L G R O U N D A N D W E L D E D S U R F A C E S W I T H Z R C GALVI L I T E C O L D G A L V A N I Z I N G C O M P O U N D P E R A S T M A 7 8 0 A N D M A N U F A C T U R E R S RECO M M E N D A T I O N S . X X X X X X X X X X X X X X X X XXXXXXXXXXXXX X X X X X XXXXXX D R A W N B Y : A P P R O V E D B Y : D A T E D R A W N : S H E E T N U M B E R : R E V I S I O N : 1 5 0 3 5 N O R T H A M P T O N L A N D F I L L M A W E S T H A M P T O N R D . F L O R E N C E , M A 0 1 0 6 2 B R L P P B 1 1 / 1 7 / 1 6 1 1 9 0 9 0 4 5 C - 1 0 1 S E A L : D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : A T C J O B N O : A T C T O W E R S E R V I C E S , L L C 3 5 0 0 R E G E N C Y P A R K W A Y S U I T E 1 0 0 C A R Y , N C 2 7 5 1 8 P H O N E : ( 9 1 9 ) 4 6 8 - 0 1 1 2 T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N A S I N S T R U M E N T S O R S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F A M E R I C A N T O W E R . T H E I R U S E A N D P U B L I C A T I O N S H A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R W H I C H T H E Y A R E P R E P A R E D . 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 A M E R I C A N T O W E R O R T H E S P E C I F I E D C A R R I E R I S S T R I C T L Y P R O H I B I T E D . T I T L E T O T H E S E D O C U M E N T S S H A L L R E M A I N T H E P R O P E R T Y O F A M E R I C A N T O W E R W H E T H E R O R N O T T H E P R O J E C T I S E X E C U T E D . N E I T H E R T H E A R C H I T E C T N O R T H E E N G I N E E R W I L L B E P R O V I D I N G O N - S I T E C O N S T R U C T I O N R E V I E W O F T H I S P R O J E C T . C O N T R A C T O R ( S ) M U S T V E R I F Y A L L D I M E N S I O N S A N D A D V I S E A M E R I C A N T O W E R O F A N Y D I S C R E P A N C I E S . A N Y P R I O R I S S U A N C E O F T H I S D R A W I N G I S S U P E R S E D E D B Y T H E L A T E S T V E R S I O N O N F I L E W I T H A M E R I C A N T O W E R . T M o b i l e ‹ D E T A I L E D S I T E P L A N & T O W E R E L E V A T I O N 0 F O R C O N S T R U C T I O N B R L 1 1 / 1 7 / 1 6 0 P R O P O S E D A N T E N N A R A D C E N T E R @ 1 8 7 ' A . G . L . 2 T O W E R E L E V A T I O N S C A L E : N O T T O S C A L E 020' 4 0 ' SCALE: 1"=20' ( 1 1 X 1 7 ) 1"=10' ( 2 2 X 3 4 ) 2 T O W E R E L E V A T I O N S C A L E : N O T T O S C A L E 1DETAILE D S I T E P L A N T O W E R N O T E : 1 . I T I S T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O C O N F I R M W I T H T H E A M E R I C A N T O W E R C O N S T R U C T I O N M A N A G E R T H A T T H E Y H A V E T H E M O S T R E C E N T V E R S I O N O F T H E S T R U C T U R A L A N A L Y S I S B E F O R E C O M M E N C I N G W O R K . E X I S T I N G A N D P R O P O S E D T O W E R A P P U R T E N A N C E S , M O U N T S , A N D A N T E N N A S A R E S H O W N B A S E D O N T H E S T R U C T U R A L A N A L Y S I S . 2 . A T C D I D N O T C O N F I R M E X I S T I N G S I T E C O N D I T I O N S I N C L U D I N G , B U T N O T L I M I T E D T O , A N T E N N A H E I G H T S , A N T E N N A A Z I M U T H S A N D M O U N T C O N F I G U R A T I O N S . 2 C - 5 0 1 P R O P O S E D A N T E N N A S B Y T - M O B I L E 1 C - 5 0 1 SITE PLAN NOTES:1.THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIG N . T H E C O N T R A C T O R S H A L L V I S I T T H E S I T E 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 CO N F I R M T H E E X A C T L O C A T I O N O F A L L PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SU P P O R T S , C O A X P O R T S , I N S T A L L I N G N E W PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPEC I F I C A T I O N S . 3.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE T-MOBILE REPRESENTATIVE AND LOCAL UTILIT Y C O M P A N Y F O R T H E I N S T A L L A T I O N O F CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. A L L E L E C T R I C A L W O R K S H A L L B E PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATION S A P P L I C A B L E T O T H I S P R O J E C T . (MODIFIED AS REQUIRED FORUPGRADE FROM 2C TO 702CUCONFIGURATION)4E-501 1R-601 D R A W N B Y : A P P R O V E D B Y : D A T E D R A W N : S H E E T N U M B E R : R E V I S I O N : 1 5 0 3 5 N O R T H A M P T O N L A N D F I L L M A W E S T H A M P T O N R D . F L O R E N C E , M A 0 1 0 6 2 B R L P P B 1 1 / 1 7 / 1 6 1 1 9 0 9 0 4 5 C - 5 0 1 S E A L : D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : A T C J O B N O : A T C T O W E R S E R V I C E S , L L C 3 5 0 0 R E G E N C Y P A R K W A Y S U I T E 1 0 0 C A R Y , N C 2 7 5 1 8 P H O N E : ( 9 1 9 ) 4 6 8 - 0 1 1 2 T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N A S I N S T R U M E N T S O R S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F A M E R I C A N T O W E R . T H E I R U S E A N D P U B L I C A T I O N S H A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R W H I C H T H E Y A R E P R E P A R E D . 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 A M E R I C A N T O W E R O R T H E S P E C I F I E D C A R R I E R I S S T R I C T L Y P R O H I B I T E D . T I T L E T O T H E S E D O C U M E N T S S H A L L R E M A I N T H E P R O P E R T Y O F A M E R I C A N T O W E R W H E T H E R O R N O T T H E P R O J E C T I S E X E C U T E D . N E I T H E R T H E A R C H I T E C T N O R T H E E N G I N E E R W I L L B E P R O V I D I N G O N - S I T E C O N S T R U C T I O N R E V I E W O F T H I S P R O J E C T . C O N T R A C T O R ( S ) M U S T V E R I F Y A L L D I M E N S I O N S A N D A D V I S E A M E R I C A N T O W E R O F A N Y D I S C R E P A N C I E S . A N Y P R I O R I S S U A N C E O F T H I S D R A W I N G I S S U P E R S E D E D B Y T H E L A T E S T V E R S I O N O N F I L E W I T H A M E R I C A N T O W E R . T M o b i l e ‹ A N T E N N A I N F O R M A T I O N & S C H E D U L E 0 F O R C O N S T R U C T I O N B R L 1 1 / 1 7 / 1 6 0 1EXISTING ANTENNA PLAN 2 P R O P O S E D A N T E N N A P L A N NOTES:1.ATC HAS NOT YET VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION. CONTRACTOR TO VERIF Y M O U N T CONFIGURATION HAS SUFFICIENT SPACE FOR PROPOSED LESSEE EQUIPMENT (I.E. CLEARANCES, MOUNT PIPE OR SUFFICIE N T L E N G T H , E T C . ) A T C DID NOT ANALYZE ANTENNA MOUNT TO DETERMINE ADEQUATE STRUCTURAL CAPACITY FOR ANY LESSEE LOADING. N O T E S : 1 . A L L P R O P O S E D E Q U I P M E N T I N C L U D I N G A N T E N N A S , C O A X , E T C . S H A L L B E M O U N T E D I N A C C O R D A N C E W I T H T H E T O W E R S T R U C T U R A L A N A L Y S I S O N F I L E W I T H T H E A T C C M . 2 . S P A C I N G O F P R O P O S E D E Q U I P M E N T S H A L L B E C O N F I R M E D F O R T O W E R C O N F L I C T S A N D P R O P O S E D M O U N T S S H A L L N O T I M P E D E T O W E R C L I M B I N G P E G S . 3 A N T E N N A S C H E D U L E P R O P O S E D A N T E N N A / C O A X S C H E D U L E S E C T O R A N T . P A N E L M O D E L # M O U N T I N G H E I G H T A Z I M U T H ( T N ) M E C H . D - T I L T E L E C . D - T I L T A D D I T I O N A L T O W E R M O U N T E D E Q U I P M E N T A N T E N N A C O A X D E S C R I P T I O N A L P H A A 2 L N X - 6 5 1 5 D S - A 1 M 1 8 7 ' - 0 "   ƒ - - R R U S 1 1 B 1 2 A L P H A A 2 L N X - 6 5 1 5 D S - A 1 M 1 8 7 ' - 0 "    ƒ - - R R U S 1 1 B 1 2 A L P H A A 2 L N X - 6 5 1 5 D S - A 1 M 1 8 7 ' - 0 "    ƒ - - R R U S 1 1 B 1 2 1 . B A S E D O N A P P R O V E D A T C A P P L I C A T I O N O A A 6 8 8 6 8 7 , D A T E D 1 0 - 1 8 - 2 0 1 6 . C O N F I R M W I T H T - M O B I L E R E P F O R A P P L I C A B L E U P D A T E S / R E V I S I O N S A N D M O S T R E C E N T R F D S . EXISTING ANTENNA/ COAX SCHEDULESECTORANT.MANUFACTURER (MODEL #)MOUNTINGHEIGHTAZIMUTH(TN)MECH.D-TILT ELEC.D-TILT ADDITIONAL TOWE R MOUNTED EQUIPME N T A N T E N N A C O A X D E S C R I P T I O N A 2 B 2 C 2 AZ. = ƒ ALP H A A Z . =    ƒ B E T A A Z . =    ƒ G A M M A P R O P O S E D L N X - 6 5 1 5 D S - A 1 M A N T E N N A ( 1 P E R S E C T O R ) ( 3 T Y P . ) P R O P O S E D R R U S 1 1 B 1 2 ( 1 P E R S E C T O R ) ( 3 T Y P . ) P R O P O S E D 2 - 3 / 8 " O . D . X 9 6 " A N T E N N A M O U N T I N G P I P E F O R P R O P O S E D A N T E N N A ( 1 P E R S E C T O R ) ( 3 T Y P . ) D R A W N B Y : A P P R O V E D B Y : D A T E D R A W N : S H E E T N U M B E R : R E V I S I O N : 1 5 0 3 5 N O R T H A M P T O N L A N D F I L L M A W E S T H A M P T O N R D . F L O R E N C E , M A 0 1 0 6 2 B R L P P B 1 1 / 1 7 / 1 6 1 1 9 0 9 0 4 5 E - 5 0 1 S E A L : D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : A T C J O B N O : A T C T O W E R S E R V I C E S , L L C 3 5 0 0 R E G E N C Y P A R K W A Y S U I T E 1 0 0 C A R Y , N C 2 7 5 1 8 P H O N E : ( 9 1 9 ) 4 6 8 - 0 1 1 2 T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N A S I N S T R U M E N T S O R S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F A M E R I C A N T O W E R . T H E I R U S E A N D P U B L I C A T I O N S H A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R W H I C H T H E Y A R E P R E P A R E D . 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 A M E R I C A N T O W E R O R T H E S P E C I F I E D C A R R I E R I S S T R I C T L Y P R O H I B I T E D . T I T L E T O T H E S E D O C U M E N T S S H A L L R E M A I N T H E P R O P E R T Y O F A M E R I C A N T O W E R W H E T H E R O R N O T T H E P R O J E C T I S E X E C U T E D . N E I T H E R T H E A R C H I T E C T N O R T H E E N G I N E E R W I L L B E P R O V I D I N G O N - S I T E C O N S T R U C T I O N R E V I E W O F T H I S P R O J E C T . C O N T R A C T O R ( S ) M U S T V E R I F Y A L L D I M E N S I O N S A N D A D V I S E A M E R I C A N T O W E R O F A N Y D I S C R E P A N C I E S . A N Y P R I O R I S S U A N C E O F T H I S D R A W I N G I S S U P E R S E D E D B Y T H E L A T E S T V E R S I O N O N F I L E W I T H A M E R I C A N T O W E R . T M o b i l e ‹ G R O U N D I N G D E T A I L S 0 F O R C O N S T R U C T I O N B R L 1 1 / 1 7 / 1 6 0 D O N O T I N S T A L L C A B L E G R O U N D K I T A T A B E N D A N D A L W A Y S D I R E C T G R O U N D W I R E D O W N T O G R O U N D B A R . C O N T R A C T O R S H A L L P R O V I D E W E A T H E R P R O O F I N G K I T ( A N D R E W P A R T N U M B E R 2 2 1 2 1 3 ) A N D I N S T A L L / T A P E P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S . 2 C A B L E G R O U N D K I T C O N N E C T I O N D E T A I L S C A L E : N O T T O S C A L E T O A N T E N N A T O E Q U I P M E N T T O G R O U N D B A R $ 1 7 ( 1 1 $  & $ % / (        ‘  0 $ ; G R O U N D I N G K I T P E R C A B L E M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S ( A N D R E W O R A P P R O V E D E Q U A L ) # 6 A W G S T R A N D E D C O P P E R G R O U N D W I R E ( G R O U N D E D T O G R O U N D B A R ) G R O U N D K I T N O T E S : 1 . 2 . 1 / 4 " X 4 " X 6 " G R O U N D B A R ( E R I C O P / N : E G B A 1 4 4 0 6 C C O R E Q U A L ) 3 T O W E R G R O U N D B A R D E T A I L S C A L E : N O T T O S C A L E G R O U N D B A R N O T E S : 1 . G R O U N D B A R K I T S C O M E W I T H A L L H A R D W A R E , N U T S , B O L T S , W A S H E R S , E T C . E X C E P T T H E S T R U C T U R A L M O U N T I N G M E M B E R ( S ) . 2 . G R O U N D B A R T O B E B O N D E D D I R E C T L Y T O T O W E R . 3 / 8 " S S L O C K W A S H E R ( E A C H S I D E ) 3 / 8 " X 3 / 4 " S S B O L T ( E A C H S I D E ) T W O - H O L E L U G , T O B E U S E D W I T H # 2 A W G B C W ( L O W E R T O W E R G R O U N D B A R O N L Y ) GROUND BAR MOUNTEDNEAR/BELOW ANTENNA(TO BE INSTALLED IF REQUIRED)#6 AWG STRANDED CUWIRE WITH GREEN, 600V,THWN INSULATION ANTENNA CABLE TOCABINET (TYP.)PROPOSED CABLEGROUND KITNOTES:1.THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHTADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THECONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THECONSTRUCTION MANAGER OF ANY CONFLICTS.2.SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS, LATESTEDITION, AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST, LATEST VERSION. WHENNATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN.PROPOSED CONNECTOR ANDWEATHERPROOFING KIT1TYPICAL ANTENNA GROUNDING DIAGRAMSCALE: NOT TO SCALE PROPOSED ANTENNAPROPOSED JUMPER2E-5013E-501 PROPOSED WEATHERPROOFING KIT P R O P O S E D 3 - # 1 A W G C U & 1 - # 8 A W G C U I N 1 - 1 / 2 " C O N D U I T ( M I N . ) PROPOSED OREXISTING 80ABREAKER ASAPPLICABLE ( R E P L A C E W I T H P R O P O S E D 6 1 3 1 . I N S T A L L A N D C O N N E C T A S D I R E C T E D B Y T - M O B I L E ) 4 E L E C T R I C A L U P G R A D E D I A G R A M S C A L E : N O T T O S C A L E ELECTRICAL NOTES:1.THIS DIAGRAM REPRESENTS THE BEST PRESENTKNOWLEDGE AVAILABLE TO THE ENGINEER AT THETIME OF THIS DESIGN. THE CONTRACTOR SHALLVISIT THE SITE PRIOR TO CONSTRUCTION ANDVERIFY ALL EXISTING CONDITIONS RELATED TO THESCOPE OF WORK FOR THIS PROJECT.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOCOORDINATE WITH THE T-MOBILE REPRESENTATIVEAND LOCAL UTILITY COMPANY FOR THEINSTALLATION OF CONDUITS, CONDUCTORS,BREAKERS, DISCONNECTS, OR ANY OTHEREQUIPMENT REQUIRED FOR ELECTRICAL SERVICE.ALL ELECTRICAL WORK SHALL BE PERFORMED INACCORDANCE WITH LATEST EDITION OF THE STATEAND NATIONAL CODES, ORDINANCES ANDREGULATIONS APPLICABLE TO THIS PROJECT.3.ATC HAS NOT YET VERIFIED ANY EXISTING T-MOBILEGROUND EQUIPMENT OR ELECTRICAL LOADING.PROPOSED WORK BASED ON INSTALLATIONCONFIGURATION PROVIDED BY T-MOBILE.CONTRACTOR TO VERIFY EXISTING T-MOBILE PANELHAS SUFFICIENT SPACE FOR PROPOSED BREAKER. T E R M I N A T E P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S D R A W N B Y : A P P R O V E D B Y : D A T E D R A W N : S H E E T N U M B E R : R E V I S I O N : 1 5 0 3 5 N O R T H A M P T O N L A N D F I L L M A W E S T H A M P T O N R D . F L O R E N C E , M A 0 1 0 6 2 B R L P P B 1 1 / 1 7 / 1 6 1 1 9 0 9 0 4 5 R - 6 0 1 S E A L : D E S C R I P T I O N R E V . D A T E B Y A T C S I T E N U M B E R : A T C S I T E N A M E : S I T E A D D R E S S : A T C J O B N O : A T C T O W E R S E R V I C E S , L L C 3 5 0 0 R E G E N C Y P A R K W A Y S U I T E 1 0 0 C A R Y , N C 2 7 5 1 8 P H O N E : ( 9 1 9 ) 4 6 8 - 0 1 1 2 T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N A S I N S T R U M E N T S O R S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F A M E R I C A N T O W E R . T H E I R U S E A N D P U B L I C A T I O N S H A L L B E R E S T R I C T E D T O T H E O R I G I N A L S I T E F O R W H I C H T H E Y A R E P R E P A R E D . 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 A M E R I C A N T O W E R O R T H E S P E C I F I E D C A R R I E R I S S T R I C T L Y P R O H I B I T E D . T I T L E T O T H E S E D O C U M E N T S S H A L L R E M A I N T H E P R O P E R T Y O F A M E R I C A N T O W E R W H E T H E R O R N O T T H E P R O J E C T I S E X E C U T E D . N E I T H E R T H E A R C H I T E C T N O R T H E E N G I N E E R W I L L B E P R O V I D I N G O N - S I T E C O N S T R U C T I O N R E V I E W O F T H I S P R O J E C T . C O N T R A C T O R ( S ) M U S T V E R I F Y A L L D I M E N S I O N S A N D A D V I S E A M E R I C A N T O W E R O F A N Y D I S C R E P A N C I E S . A N Y P R I O R I S S U A N C E O F T H I S D R A W I N G I S S U P E R S E D E D B Y T H E L A T E S T V E R S I O N O N F I L E W I T H A M E R I C A N T O W E R . T M o b i l e ‹ S U P P L E M E N T A L 0 F O R C O N S T R U C T I O N B R L 1 1 / 1 7 / 1 6 0 2 A N T E N N A C O N F I G U R A T I O N S C A L E : N O T T O S C A L E N O T E : T H I S S H E E T C R E A T E D B Y O T H E R S A N D P R O V I D E D B Y R E Q U E S T O F C U S T O M E R W I T H O U T E D I T . 1RAN CONFIGURATIONSCALE: NOT TO SCALE