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BP-68178PROJECT INFORMATION . SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS td*t q 3 id w at&t SITE ADDRESS: 1073 RUSSELLS MILLS ROAD == DARTMOUTH, MA 02748 2012 N _7Pill 10: Q LATITUDE: 41.58069' N 41' 34' 50.5" N LONGITUDE:—71.00505' W —71' 0' 18.2" W SITE NUMBER: � � ■ JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES 4220 CURRENT USE: TELECOMMUNICATIONS FACILITY SITE NAME: AWE - TOWER VENTURES DARTMOUTH (P) USE: TELECOMMUNICATIONS FACILITY ? NOC# 800-832-6662 DRAWING INDEX REV VICINITY MAP GENERAL NOTES T-1 TITLE SHEET 0.1 START OUT HEADING WEST ON COCHITUATE ROAD TOWARD BURR STREET, MAKE A 1, THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF U-TURN AT RING ROAD, TAKE THE RAMP TO 1-90 E/MASSPIKE W/SPRINGFIELD/BOSTON, AT&T. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY KEEP RIGHT AT THE FORK AND MERGE ONTO 1-90 E, TAKE EXIT 14 TO MERGE ONTO PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF GN-1 GENERAL NOTES 0.1 1-95 S TOWARD S SHORE, CONTINUE ONTO US-1 N. CONTINUE ONTO 1-93 N. TAKE CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS EXIT 4 TO MERGE ONTO MA-24 S/STATE ROUTE 24 S TOWARD BROCKTON/FALL RIVER, IS SPECIFICALLY ALLOWED. A-1 PLANS AND DETAIL 0.1 TAKE EXIT 12 TO MERGE ONTO MA-140 S/COUNTY STREET TOWARD NEW BEDFORD, TAKE THE US-6 W EXIT TOWARD DARTMOUTH, TURN RIGHT ONTO US-6 W/KEMPTON STREET, TURN LEFT ONTO OLD WESTPORT ROAD, TURN LEFT ONTO CHASE ROAD, TURN A-2 ANTENNA LAYOUT AND ELEVATION 0.1 RIGHT ONTO RUSSELLS MILLS ROAD, TURN RIGHT ONTO PRIVATE WAY, KEEP RIGHT AT 2• THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS FORK, TOWER ENTRANCE ON RIGHT AT THE CHAIN FENCE. ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY A-3 DETAILS 0.1 IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. A-4 DETAILS 0,1 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON G-1 GROUNDING, ONE -LINE DIAGRAM & DETAILS 0,1 (� NSW ugmora \} I� y •r THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF ,PWI I eRa e % ��` t � �/� �; DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. �o t�flo a1r-"" " � WED tiI C��T� \. �1 on I ga00 PROJECT R . , _.• 1 SITE l— 1� �z ll c C' 3 'dr UT 3` _ .. ?3.0_ �� ("' ,4� •� i� ,"ZD �}�ytj � DEPARTs;�.�� I t UNDE RGROUND SERVICE ALERT \�„� ��• C� t f I -• �,�#_ ��l(J �; "`J; ULU LE ROAD'r 1—888-344-72,33 Russelfs. ills r:F, I , �,. t „�ve 72 HOURS BEFORE YOU DIG` r ` v - SITE NUMBER: MA4220 ADVANCED SITE NAME: AWE - TOWER S/j 0.1 10/09/12 LTE REVISED eDr MRC MRC AT&T CM ENGINEERING GROUP, P.C. —min— VENTURES DARTMOUTH _�/ at&t G 10/01/12 LTE JfG MRC MRC TITLE SHEET Telecom Engineering Site Development Surveying- communications ' Telecommunica'ions 22 KEYWAYDIN ROAD 1073 RUSSELLS MILLS ROAD ' '� A 09/20/12 LTE ACG MER MRC }00 NORTH NCE. k SALEM, NH 03079 FAST PROVIDENCE, R• 02914 DARTMOUTH MA 02748 550 COCHITUATE ROAD, SUITE 13, N0. DATE REVISIONS BY CHK P' roe NWBER DRAM7NG NUMBER REV FM 401-354-2403 FA%: 401-633-635a BRISTOL COUNTY FRAMINGHAM, MA 01701-4681 AS SHOWN DESIGNED BY: eDJ DRAWN BY: ACG 4220 LTE I T-1 0.1 GROUNDING NOTES GENERAL NOTES THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE -SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT, 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #2 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE 1/2" OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID TINNED COPPER GROUND WIRE, PER NEC 250.50 ftEADVANCED ENGINEERING GROUP, P.C. Civil Engineenng - Site Development Surveying - Telecommunicolons 500 NORTH BROA AY E PROVIDENCE, RI 02914 PH: 401-354-2403 FAIL: 401-633-6354 L i communications I 22 KEYWAYDIN ROAD SALEM, NH 03079 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - SAI SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR -ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. SITE NUMBER: MA4220 SITE NAME: AWE - TOWER VENTURES DARTMOUTH 1073 RUSSELLS MILLS ROAD DARTMOUTH MA 02748 BRISTOL COUNTY 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy = 36 ksi) UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. 16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND 'GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T MOBILITY SITES.' 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 20. APPLICABLE BUILDING CODES: SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 8TH EDITION ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS LIGHTNING CODE: REFER TO ELECTRICAL DRAWINGS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE; AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. ABBREVIATIONS AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS 8CW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED BTS BASE TRANSCEIVER STATION (P) PROPOSED/NEW TBR TO BE REMOVED (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED EG EQUIPMENT GROUND REF REFERENCE AND REPLACED EGR EQUIPMENT GROUND RING REQ REQUIRED TYP TYPICAL \ ���� �,•••� 550 COCHITUATE ROAD, SUITE 13, FRAMINGHAM, MA 01 701 -4681 0.1 10/09/12 LTE REVISED BOJ MRC 0 10/01/12 LTE JTG MRC A 09/20/12 LTE ACG MER NO. DATE REVISIONS BY CHN CALE: AS SHOWN IDESIGNED BY: BDJ I DRAWN BY: ACG AT&T GENERAL NOTES IBM DRAWING NUMBER LTE GN-1 TRUE �x-- x -x x— x X x— xx x x— x x ` NORTH �o (E) PROPANE TANK S 1 (P) ICE BRIDGE WITH x V HORSEHEAD----, X X Y. x x x x X X----- X X i 1 r—_--- X X /` k / (E) EOIn V-41T c IELTEp (OTHERS) Q j�\ v� 71 x x r HORIZONTAL RUN OF (P) FIBER TRUNK AND DC CABLES x TO BE CONTAINED WITHIN 3" O.D. INNER DUCT I (P) (6) RRH & (1) SURGE x ARESSTOR TO BE MOUNTED i TO (P) UNISTRUT H—FRAME 1 A-4 � i CPS ANTENN,^. / x r— l MOUNTED TO / 1 (E) ICE BRIDE (P) PURCELL CABINET 1 (c1 b'FTEP BANK (P) PURCELL CABINET F / I 1'_0. t; ONTRACTOR NOTE: (E) 12 TINNED GROUNDING THAT IS ABOVE IN THIS ENTIRE AREA IS TO i ---(E) 150' FLAGPOLE BE BURIED IN ACCORDANCE WITH THE GROUNDING SPECIFICATIONS x �(E) CSC (P) ANTENNA AND TMAs TO BE J, MOUNTED WITHIN EXISTING FLAGPOLE TO REPLACE EXISTING ANTENNA j [(I) PER SECTOR, TOTAL OF (3)j �' I x _x X X Y, x___I i COMPOUND PLAN A-1 SCALE: 1/4"=1'—O" ADVANCED --� ENGINEERING GROUP, P.C. Civil Engineering - Site Development Surveying - communications Telecommunications N �iWENCE. 22 KEYWAYDIN ROAD EAST e I R1 PHS PROVIDENCE. RI 02914 PH. 401-}54-2903 iAX: 401-633-6334 SALEM, NH 03079 SITE NUMBER: MA4220 SITE NAME: AWE - TOWER VENTURES DARTMOUTH 1073 RUSSELLS MILLS ROAD DARTMOUTH MA 02748 BRISTOL COUNTY GRAPHIC SCALE 4' 2' 0 4 8' at&t 550 COCHITUATE ROAD, SUITE 13, FRAMINGHAM, MA 01701-4681 HALF SIZE PRINT THIS DRAWING IS SCALEABLE AT HALF THE NOTED SCALE N. GaG4 aGGG c G 0� a G 1900 CABINET GaGG 4a4 j c 4G_ G a� .4 4 (E) Rx^! T 850 �CFlEi',ET C� (E) RRUW RACK c� c <1 G GG�G (E) CPS ANTENNA G G MOUNTED TO (E) ICE BRIDGE G G) 4 c r-- G c c c c G GG4 G UM1TS G c d CABINET GGG Gc44 GCG GGG (E) GSM I G G G CAS NET C 4 c GGG - _ GGQ < a GGG GGG Q1EQUIPMENT AREA SCALE: 3/4"=1'—O" GRAPHIC SCALE 1'-4" 8" 0 2'-8" J/09/12 LTE REVISED 8DJ MRC 3/01/12 LTE JTG MRC 9/20/12 LTE ACG MER DATE REVISIONS BY CHI' AS SHOWN DESIGNED BY: BDJ DRAWN BY: ACG LTE E) DIPLEXERS TO BE REPLACED WITH (P) TRIPLXERS, CILOCS AND SURGE ARRESTORS (P) (3) RET CABLES TO CONNECT KATHREIN CCU TO (P) CILOCS ON CABLE #1 (1) PER SECTOR (E) TYCO DOUBLE- WtOE CARV7 AT&T PLANS AND DETAIL DRAWING NUMBER A-1 (P) ANTENNA TO BE MOUNTED WITHIN EXISTING FLAGPOLE TO REPLACE EXISTING ANTENNA [(I) PER SECTOR, TOTAL OF (3)] _ 160=0't A±GL TOP OF (E) FLAGPOLE (E) ANTENNA 10 BE REN01fi (i PER SECTOR, TOTAL OF 138't AGL CENTER OE (E) & (P) ANTENNAS SECTOR 1{QTES: 1. ANTENNA HEIGHT IS BASED UPON INFORMATION CONTAINED IN CUENT-SUPPLIED DOCUMENT ENTITLED: MA4220 LTE W4 SOW 7-10-2012.PDF 2. AN ANALYSIS FOR THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE PROPOSED EQUIPMENT SHAD. BE CONDUCTED PRIOR TO CONSTRUCTION. AEG HAS NOT CONDUCTED A STRUCTURAL ANALYSIS. (E) 160' FLAGPOLE I ion of porn t realucT SOUTH ELEVATION A-2 SCALE: 1/8"=1'-O" (E) FLA^?OLE F. EXISTING ANTENNA PLAN A-2 SCALE: 1' = 1'-0' HALF SIZE PRINT THIS DRAWING IS SCALEABLE AT HALF THE NOTED SCALE (P) ANTENNA TO BE MOUNTED WITHIN EXISTING FLAGPOLE TO REPLACE EXISTING ANTENNA [(1) PER SECTOR, TOTAL OF (3)] s� off, m OPROPOSED ANTENNA PLAN A-2 SCALE: 1* = 1'-0" EXISTING ANTENNA INFORMATION DIMENSIONS SECTOR QUANTITY (INCHES) A 1 10.3Wx5.064.51_ B 1 10.3Wx5.9Dx54.51 C i 10.3Wx5.9Dx54.5L SITE NUMBER: MA4220 SITE NAME: AWE - TOWER at&t 01 o to/as/1z LTE REVISED 9DJ MRC 10/01/12 LTE .nG MRC ADVANCED VENTURES DARTMOUTH A 0e/20/12 LTE Acc MER ENGINEERING GROUP, P.C. Civil Engineering- Site Development Surveying- communications 22 KEYWAYDIN ROAD 1073 RUSSELLS MILLS ROAD 550 COCHITUATE ROAD, SUITE 13, NO. DATE REvlsloNs �' cHlc Telecommunications sao NORTH eawownr EAST PROVIOEMCE, Ri IN14 PH: 4o,_"4-24b3 4ol-sn-6354 SALEM, NH 03079 DARTMOUTH MA 02748 BRISTOL COUNTY FRAMINGHAM, MA 01701-4681 CALE: AS SHOWN DESIGNED BY: BDJ DRAWN BY: A AT&T ANTENNA LAYOUT AND ELEVATION �� ORI1M'It1C NUMBER LTE A-2 m M NOTE: PURCELL LTE ERICSSON PART # FLX16WS OR APPROVED EQUAL (P) PURCELL LTE ERICSSON PART# FLXI6WS OR APPROVED EQUAL (P) 14" PUNTH BY PURCELL TO MOUNT PURCELL CABINET, do FASTEN TO CONCRETE PAD (4) 5/8"0 HILT] KWIK II CONCRETE ANCHORS 4 3/4" LG, TYP. OF (4) (El' C04CR�-E PAG LTE CABINET DETAIL A-3 SCALE: N.T.S. (P) UNISTRUT H 10 3/8" QC> RAYCAP MODEL# DC2-48-60-0-9E SURGE ARRESTOR DETAIL A-3 SCALE: N.T.S. =I (P) ANTENNA (SEE NOTE 1) cEE ALSO: ANTENNA PLAN FOR µ;KE/MODEL# OF (P) ANTENNAS ANTENNA SUPPORT PIPE (SEE NOTE 2) 011*31 1. REFER TO RF CONFIGURATION & SECTOR SCHEMATICS FOR QUANTITY REQUIRED PER SECTOR 2. (E) CONDITIONS OR FINAL APPROVED RFDS ANTENNA SELECTION MAY REQUIRE A NEW ANTENNA PIPE MOUNT (P) RET CABLE (SEE NOTE 1) (P) JUMPER CABLES (SEE NOTE 1) ANTENNA MOUNT DETAIL A-3 SCALE: N.T.S. GPS ANTENNA, MODEL#GPS—TMG—HR-26N, BY PCTEL, INC. II II II 1/2 "0 COAX CABLE MINIMUM BENDING RADIUS PER MANUFACTURER'S STANDARD S—TMG—MNT—R 04mpo CABLE BRIDGE POST, TYP. �3/8-0 U—BOLT 1-300/116" ANGLE, 8" LG GPS ANTENNA MOUNT DETAIL A-3 SCALE: N.T.S. NOTE-1: (6) REQUIRED, (2) PER SECTOR, ERICSSON RRUS-11 OR APPROVED EQUAL. REFER TO FINAL APPROVED REDS (P) REMOTE RADIO ERICSSON MODEL# RRUS-11, SEE NOTE-1) eRRH DETAIL A-3 SCALE: N.T.S. SITE NUMBER: MA4220m. AT&T "ADVANCED SITE NAME: AWE -TOWER 0.1 10/09/12 LTE REVISED BDJ MRC MRC ENGINEERING GROUP, P.C. s �� -+' VENTURES DARTMOUTH� a `&t - Site Development Surveying- communications 0 10/01/12 LTE JTG MRC MRC so ecom a onoatlonfi ! 22 KEYWAYDIN ROAD 1073 RUSSELLS MILLS ROAD A 09/20/12 LTE ACG MER MRC DETAILS Civil - N�H Easy PROMDERCE, R0z514 SALEM, NH 03079 DARTMOUTH MA 02748 N0. DATE REVISIONS 8Y cHK P' JOB NUMBER DRAWING NUMBER REV PR: 4D,-354-24D3 550 COCHITUATE ROAD, SUITE 13, W. 401-633-635t BRISTOL COUNTY FRAMINGHAM, MA 01701-4681 AS SHOWN DESIGNED SY: BDJ DRAWN BY: ACc 4220 LTE A-3 0.1 FRONT DOLE 40 POST. 7'± TE RADIO H (P. OF 6) SURGE ARF ST OF (P) RIDGE (TYP.; CONCRETE RRH AND SURGE ARRESTOR MOUNT DETAIL A-4 SCALE: N.T.S. 1/2"x12"x12" PLATE, TYP. HILTI—KWIK 3 EXPANSION ANCHORS (4) TOTAL ® 9" CENTER/CENTER 3/8" U-BOLTS 3"0 SCHEDULE 40 SUPPORT POST 12" GRIP -SPAN ICE BRIDGE KITS WITH Z-BRACKET TRAPEZE, OR EQUAL (6) 1/2"0 COAXIAL JUMPE z CABLES MOUNTED ON M T-BRACKET ro io CAP 3"0 SCHEDULE 40 SUPPORT POST AND BRACKET ASSEMBLY BY PROD, INC., OR EQUAL (MAX. SPACING 8'-0" O C.) CONCRETE PAD eCABLE BRIDGE SECTION A-4 SCALE: N.T.S. �rsAAa� a� s < 1 3;, x, 9 C. SADVANCED ENGINEERING GROUP, P.C. CivilEngineenng- Site Development Surveying- Telecommunications e NOefH ENCE,BR�AY Pur PP-354-24. " o g14 PH: 401-J54-2403 FAX: 401-633-6354 communications ! 22 KEYWAYDIN ROAD SALEM, NH 03079 SITE NUMBER: MA4220 SITE NAME: AWE - TOWER VENTURES DARTMOUTH 1073 RUSSELLS MILLS ROAD DARTMOUTH MA 02748 BRISTOL COUNTY - afi&t � 550 COCHFNATE ROAD, SUITE 13, FRAMINGHAM, MA 01701-4681 AT&T o.1 10/09/12 LTE REVISED BW MRC MRC 0 10/01/12 LTE ,ITG MRC MRC DETAILS A 09/20/12 LTE ACG MER MRC NO. DATE REVISIONS 6Y CHK P' U08 NUMBER DMWINC NUMBER CAI.E: AS SHOWN IDESIGNED fiY: BDa DRAWN BY. ACG 4220 LTE A-4 ANTENNA-1 ANTENNA-3 700/850IAWS/1900 700/850IAWS/1900 700/850IAWS/19 STAINLESS +45/-45I+45/-45 +45/-45I+45/-45 +45/-45I+45/-45 STEEL HARDWARE GROUNDING CABLE RET CABLE NEW LTE 760 I I NEW LTE AS I NEW LTE 700 REMOTE RADIO REMOTE I REMOTE RADIO HEAD RADIO HEAD HEAD (P) FIBER--/ CONNECTIONS, TYP. hm* * REFER TO THE FINAL RF DATA SHEET FOR FINK. ANTENNA SETTINGS. ANTENNA COAX GND KIT, (P) 12 PAIR FIBER TRUNK RET CABLE 4EW LTE AWS NEW LTE 760 REMOTE REMOTE RADIO RADIO HEAD HEAD RAYCAP PART # DC6-48-60-18 DC SURGE SUPPRESSION SOLUTION {P) 7/8"0 COAX JUMPERS (25'-0' MAX LENGTH), TYP. EQUIPMENT PAD NEW LTE AWS REMOTE RADIO HEAD --(P) DC POWER CONNECTIONS (15'-0" MAX. LENGTH), TYP. NOTE:* (P) SURGE ARRESTOR SHALL NOT BE PLACED A MAXIMUM DISTANCE OF 15' FROM ANYONE (P) REMOTE RADIO HEAD PAIR DC POWER & (2) PAIR FIBER DC POWER (1) (P) COMMSCOPE POWER CABINET #60ECv2 TO HOUSE DC/DC CONVERTER (1) (P) PURCELL CABINET TO HOUSE LTE EQUIPMENT (P) ERICSSON RBS 6601--- L_J MOUNTED INSIDE PURCELL CABINET ONE LINE PLUMBING DIAGRAM G-1 SCALE: N.T.S. UPPER GROUND BAR AT ANTENNA LEVEL RRH GND KIT BOTTOM 1 GROUND BAR (E) BONDING EXTERIOR AT FLAGPOLE ! JUMPER SURGE ARRESTOR I I LTE CABINI GND KIT GND KIT GROUND BAR AT EQUIPMENT PAD GROUNDING NOTES: ALL GROUNDING SHALL BE DONE IN ACCORDANCE WITH THE AT&T MOBILITY � ONE LINE GROUNDING DIAGRAM GROUNDING GUbE. G-1 SCALE: N.T.S. • EXOTHMic (cA11NFTD1 DR o MFOUw-m ADVANCED ENGINEERING GROUP, P.C. Civil Engineering - Site Development Surveying - lelecommunicahom 00 NORTH BROAD EAST PROVIDENCE, M C2914 PH, 401-354-2403 TAX: 401-633-6354 communications I 22 KEYWAYDIN ROAD SALEM, NH 03079 JUMPER REQUIRED ONLY WHEN 1-1/4"0 AND' LARGER (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) TWO HOLE COPPER COMPRESSION TERMINAL GROUND BAR ELEvnnoN LOCK WASHER, FLAT WASHER, TYR 3/8"xl-1/4" HEX WIRELESS SOLUTIONS INC. NO. REQ. PART NO. DESCRIPTION O1 1 HLGB-0420—IS SOLID GND. BAR (20*x4'xl/4") 2 WALL MTG. BRKT. O3 2 INSULATORS ® 4 5/8"-11x1" H.H.C.S. © 4 5/8 LOCKWASHER NUT, TYP. BOLT GROUND BAR GROUNDING CABLE EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO SECTION A —A' INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYPICAL) NOTES: 1. 'DOUBUNG UP" OR 'STACKING ' OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIREAUG CONNECTION TYPICAL GROUND BAR Q CONNECTION DETAIL G N.T.S. ANTENNA KIT (TYP.) STANDARD GROUND KIT )\—ANTENNA CABLE TO CABLE TRAY (TYP.) COAX GROUND KIT — COMMSCOPE KIT NO. GB-0414—IT OR EQUAL 2 AWG BCW, BONDED 0 GROUND WIRE ALONG CABLE TRAY TO CIGBE/MIGB NOTE: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. GROUND WIRE TO GROUND BAR CONNECTION DETAIL SITE NUMBER: MA4220 SITE NAME: AWE - TOWER VENTURES DARTMOUTH 1073 RUSSELLS MILLS ROAD DARTMOUTH MA 02748 BRISTOL COUNTY FROM ANTENNA FRAME SUPPORT N.T.S. #2 AWG BCW a t M 550 COCHITUATE ROAD, SUITE 13, FRAMINGHAM, MA 01701-4681 °°°p0ODDDOo DOD*0000 �p°aoo° �Daeppp0 LUG GROUND BAR CIGBE (OP) SEE NO 1. #2 AWG BCW LUG (TYP) ANTENNA GROUND BAR (CIGBE) (BOTTOM) SEE NOTE 1. (2) #2 AWG BCW EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION SECTION "P" — SURGE PRODUCERS CABLE ENTRY PORTS (HATCH PLATES) (#2) GENERATOR FRAMEWORK (IF AVAILABLE) (#2) TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) +24V POWER SUPPLY RETURN BAR (#2) -48V POWER SUPPLY RETURN BAR (#2) RECTIFIER FRAMES. SECTION "A' - SURGE ABSORBERS INTERIOR GROUND RING (#2) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) BUILDING STEEL (IF AVAILABLE) (#2) [GROUND BAR - DETAIL G-1 N.T.S. TO ANTENNA STANDARD GROUNDING KIT (TYP) #6 AWG (PROVIDED WITH GROUNDING KIT TYP) COAX CABLE (TYP FOR ALL) STANDARD GROUND KIT (TYP.) #6 AWC LUG TO BTS NA TRAY OR ICEBRIDGE GRADE /2 AWG BCW RING GROUND NOTE: 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF TOWER. ANTENNA LOCATION AND CONNECTION ANTENNA LOCATION AND CONNECTION ORIENTATION. PRONDE AS REQUIRED. 2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED. ANTENNA CABLE GROUNDING DATE AS SHOWN N.T.S. LTE REVISED LTE LTE REVISIONS DESIGNED BY. BDJ BY: ACG ?_i_ FK; 2 .x w AT&T GROUNDING, ONE —LINE DIAGRAM & DETAILS 220 LTEI G-1