The URL can be used to link to this page

Home My WebLink About480 Buck Island Rd planTOWN OF UTi H REVIEWED FOR PUILDI'N, i AND ZONING CODE COMPLI- E] E [-1 ANCE. ERRORS OR Oiv1NISSIONS DO NOT RELIEVE THE 0PLICRIv'T FROM THE RESPONSIBILITY 'AS BUILT" T-MOBILE NORTHEAST LLC COWI4�E. �o "� 9 SITE NUMBER: 4HY0542A UILOING SITE NAME: HY542 / YARMOUTH WATER TANK T-MOBILE 600MHz INSTALLATION, DESIGN 67D92DB 480 BUCK ISLAND ROAD Know what's below. WEST YARMOUTH, MA 02673 d ' "_!i Call before you dig BARNSTABLE COUNTY SITE INFORMATION SCOPE OF WORK: PROJECT CONSISTS OF REMOVING (6) EXISTING ANTENNAS AND (3) EXISTING RRUs AND INSTALLING (6) PROPOSED ANTENNAS, (3) PROPOSED RRUs, AND (3) PROPOSED 6x12 HYBRID CABLES TO AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY. PROJECT DESIGN: 67D92DB (AS IDENTIFIED ON RFDS) SITE ID NUMBER: 4HY0542A SITE ADDRESS: 480 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 STRUCTURE OWNER: TOWN OF YARMOUTH ADDRESS: 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 LATITUDE (NAD 83): 41,662460' LONGITUDE (NAD 83): -70.247640' JURISDICTION: TOWN OF YARMOUTH COUNTY: BARNSTABLE COUNTY USE & OCCUPANCY GROUP: U CONSTRUCTION TYPE: IIB TAX ACCOUNT NUMBER: 55102 PARCEL AREA: 40A0± ACRES PARCEL OWNER: TOWN OF YARMOUTH ADDRESS: 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 GROUND ELEVATION: 25.0' (AMSL) STRUCTURE TYPE: WATER TANK STRUCTURE HEIGHT: 165.0' (AGL) PROJECT TEAM APPLICANT: T-MOBILE NORTHEAST LLC 15 COMMERCE WAY, SUITE B NORTC N, MA 02766 OFFICE: (508) 286-2700 FAX, (508) 286-2893 PROJECT MANAGEMENT FIRM: NETWORK BUILDING + CONSULTING, LLC. 100 APOLLO DRIVE, SUITE 303 CHELMSFORD, MA 01824 (978)856-8308 ENGINEERING FIRM: NB+C ENGINEERING SERVICES, LLC. 100 APOLLO DRIVE, SUITE 303 CHELMSFORD, MA 01824 ,2sc 4, VICINITY MAP x �— 0 z SITE r DIRECTIONS FROM 15 COMMERCE WAY, NORTON, MA 02766 DEPART COMMERCE WAY TOWARD S WASHINGTON ST. TURN RIGHT ONTO S WASHINGTON ST. TURN LEFT ONTO INDUSTRIAL PARK RD. TURN LEFT ONTO BAY ST. TAKE RAMP RIGHT FOR 1-495 S. ROAD NAME CHANGES TO RT-25 E. KEEP STRAIGHT ONTO RT-28 S f RT-25 E. AT ROUNDABOUT, TAKE 3RD EXIT ONTO IT-6A E / SANDWICH RD. TURN RIGHT ONTO MID CAPE CONNECTOR. AT EXIT MID CAPE CONNECTOR, TAKE RAMP RIGHT AND FOLLOW SIGNS FOR US-6 EAST. AT EXIT 7, TAKE RAMP RIGHT FOR WILLOW ST TOWARD W. YARMOUTH / YARMOUTHPORT. TURNIEFT ONTO WILLOW ST. BEAR LEFT ONTO CAMP ST. TURN LEFT ONTO BUCK ISLAND RD, ARRIVE AT BUCK ISLAND RD. CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES, NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES. • 2015 INTERNATIONAL BUILDING CODE ANSIiTIA-222-G (MASSACHUSETTS AMENDED 9TH EDITION) • TIA 607 • 2017 NATIONAL ELECTRICAL CODE • INSTITUTE FOR ELECTRICAL & ELECTRONICS ENGINEER 81 • NFPA 1-2015 EDITION • IEEE C2 NATIONAL ELECTRIC SAFETY CODE LATEST EDITION . 2015 IFC - REFERENCE 527 CMR • TELECORDIA GR-1275 . AMERICAN CONCRETE INSTITUTE • ANSI/T311 . AMERICAN INSTITUTE OF STEEL CONSTRUCTION . MANUAL OF STEEL CONSTRUCTION 13TH EDITION DRAWING INDEX T-1 TITLE SHEET C-1 COMPOUND & EQUIPMENT PLANS C-2 ELEVATION A-1 ANTENNA PLANS & ANTENNA SCHEDULE A-2 ANTENNA MOUNTING DETAILS A-3 HYBRID CABLE DETAIL G-1 GROUNDING DETAILS DO NOT SCALE DRAWINGS THESE DRAWINGS ARE FORMATTED TO BE FULL-SIZE AT 22"X34". CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DESIGNER / ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR MATERIAL ORDERS OR BE RESPONSIBLE FOR THE SAME. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICE TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. APPROVAL BLOCK 0 w 00 a� a o Z as o� El [I El PROPERTY OWNER DATE ❑ ❑ ❑ SITE ACQUISITION DATE z TOTALLY COMMITTED C7 NS-C ENOINEERINO SERVICES, LLC. ji PD DDa� �T DHFl.NR OIdi1 (Bil bStlJgDtl (04, I ❑ ❑ ❑mo)I.1//Ee ❑ ❑ ❑ T-MOBILE NORTHEAST LLC 2 15 COMMERCE WAY. SUITE B NORTON, MA 02766 OFFICE: (508) 286-2700 FAX: (508) 286-2893 0 4HY0542A HY542 / YARMOUTH WT 0 480 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 BARNSTABLE COUNTY z REVISIONS 07/2200 PERMITTING D. 06/2&70 PRELIMINARY CO. DATE DESCRIPTION m w z KRUPAKARAN KOLANDANELU, P.E. z MA PROFESSIONAL ENGINEER LIC. #50019 w ff _ ❑ ❑ ❑ I I II TITLE SHEET CONSTRUCTION MANAGER DATE ❑ ❑ ❑ DATE RF ENGINEER DATE y T-1 r U 13cA2- 2:3- + `r ¢ a/ z w */� EX/SSNG SPR/NT EQUIPMENT 0!! STEEL FRAME BELOW ICE V CANOPY (71'P) i E .. L`OUFM6 EMPTY T' u EQUIPMENT PAC • (TIP) -------------- / / ! / / rl / I I I I I I I I I 1 l \ 1 EXISTING WATER TANK EXSnNG PROPANE TANK GENERAL NOTES 9. ALL STRUCTURAL ELEMENTS SHALL BE HOT DIPPED GALVANIZED STEEL. 1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES ORDINANCES, LAWS AND REGULATIONS OF ALL MUNICIPALITIES, 10. CONTRACTOR SHALL MAKE A UTILITY "ONE CALL" TO LOCATE ALL UTILITIES COMPANY OR OTHER PUBLIC AUTHORITIES. UTILITIES PRIOR TO EXCAVATING. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL 11. IF ANY UNDERGROUND UTILITIES OR STRUCTURES EXIST BENEATH THE PERMITS AND INSPECTIONS THAT MAY BE REQUIRED BY ANY FEDERAL, PROJECT AREA, CONTRACTOR MUST LOCATE IT AND CONTACT THE STATE, COUNTY OR MUNICIPAL AUTHORITIES. APPLICANT & THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER, IN 12. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION WRITING, OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE BY TECHNICIANS APPROXIMATELY 2 TIMES PER MONTH. SUBMISSION OF BIDS OR PERFORMANCE OF WORK. MINOR OMISSIONS OR ERRORS IN THE BID DOCUMENTS SHALL NOT RELIEVE THE 13. PROPERTY LINE INFORMATION WAS PREPARED USING DEEDS, TAX CONTRACTOR FROM RESPONSIBILITY FOR THE OVERALL INTENT OF MAPS, AND PLANS OF RECORD AND SHOULD NOT BE CONSTRUED AS THESE DRAWINGS. AN ACCURATE BOUNDARY SURVEY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL 14. THIS PLAN IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF EXISTING SITE IMPROVEMENTS PRIOR TO COMMENCING CONSTRUCTION. RECORD. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED AS A RESULT OF CONSTRUCTION OF THIS FACILITY. 15. THE PROPOSED FACILITY WILL CAUSE ONLY A "DE MINIMIS" INCREASE IN STORMWATER RUNOFF. THEREFORE, NO DRAINAGE STRUCTURES ARE 5. THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PROVIDING PROPOSED. ALL MATERIALS, EQUIPMENT AND LABOR REQUIRED TO COMPLETE THIS PROJECT. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 16. NO SIGNIFICANT NOISE, SMOKE, DUST, OR ODOR WILL RESULT FRDM THE MANUFACTURER'S RECOMMENDATIONS. THIS FACILITY. 6. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO 17. THE FACILITY IS UNMANNED AND NOT INTENDED FOR HUMAN SUBMITTING A BID TO VERIFY THAT THE PROJECT CAN BE HABITATION (NO HANDICAP ACCESS REQUIRED). CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 18. THE FACILITY IS UNMANNED AND DOES NOT REQUIRE POTABLE WATER 7. CONTRACTOR SHALL VERIFY ANTENNA ELEVATION AND AZIMUTH WITH OR SANITARY SERVICE. RF ENGINEERING PRIOR TO INSTALLATION. 19. POWER TO THE FACILITY WILL BE MONITORED BY A SEPARATE METER. 8. TRANSMITTER EQUIPMENT AND ANTENNAS ARE DESIGNED TO MEET ANSI/EIA/TIA 222-G REQUIREMENTS. EXIsnNG VER/ZON \EOuIPMEvr SHELTER HYBRIDPOSED CABLETO FOLLOW BRD6X72 �. EXISTING CABLE ROUTE (12) EXISTING' T-MOBILE COAX CABLES AND (3) EXISrING HYBRID CABLES TO REMAIN EX/5'77NG T-MOBILE EQUIPMENT /- ON CONCRETE PAD S ! (SEE 2/C- I FOR DETAIL) IFS �f- EXSnNG WATER TANK VAULT (rY?J `r J ACCESS CATE TM L� Z w TOTALLY COMMITTEOL Z Z NB-C ENGINEERING SERVICES, LLC. LU tHfUASPoPD,M40102903 Ieml D—S. T ❑ ❑MobJ1J1Ie ❑ ❑ ❑ T-MOBILE NORTHEAST LLC 15 COMMERCE WAY, SUITE B NORTON. MA 02766 OFFICE: (508) 286-2700 FAX: (508) 286-2893 4HY0542A HY542 / YARMOUTH WT L3 480 BUCK ISLAND ROAD z WEST YARMOUTH, MA 02673 BARNSTABLE COUNTY REVISIONS B 07122/10 PERMITTING CD. CW \ EXISTING CABLE + + + A OW22119 PRELIMINARY COS ALI BRIDGE (TYP) + + + + \ (3) PROPOSED T-MOBILE fiX12 + +\ + t HYBRID CABLE TO FOLLOW REV DATE DESCRIPTION B) EXISi1NC t + + EXISTING CABLE ROUTE UNDERGROUND COAX -. "` + + \ + t +� + t t ('I,-) EXISTING T-AIDBILE COAX STUB -UP ('rYP OF 2) . O+ + CABLES AND (3) EXISrING + , H)BR/C CABLES TD REMAIN OF MAS`SQ EXISTING EXISTING T-MOBILE + 1 + a — TRANSFORMER ON GRS ANTENNA ON + + t + ,. CONCRETE PAD CABLE BRIDGE t t 1 t -'i= t+ t � KRt IV' + + + EXISnvG r-MOBILE \ + + 2106 CABINET + + + W/TH BDO: 7ER -, Gt5T�4" FSS/(�NAI,- EXISTING -ENCED-IN / /// COMPOUND KRUPAKARAN KOLANDAIVELU, P.E. - h9 Lu MA PROFESSIONAL ENGINEER LIC. #50019 FXLSTTNG T-MORiI F 67JI CA&IAET 1 1, r i � Ian P EXIS77AC +�\ "—.0 ` EXISTING EQUIPMENT ON CONCRETE PAD CONCRETE FAG' 0. EXISTING £MPrY EXSnNG % ROOF & EX/ST,+1lC UnLJTY "r " CONCRETE EUUIPUENr BACKBOARD—•"`"`�_% T-MOBILE PPC PAD (IYP) EX/SANG F76ER J EXISTING Aw EXISnhG C SCCNN£CTMOBILE EQUIPMENT PECESTAL EQUIPMENT DN PLANS CONCRETE PAD r-MOBILE METER GRAPHIC SCALE GRAPHIC SCALE 1 ROOF PLAN D D 5 2 EQUIPMENT PLAN S t-�f-I I Z c - SCALE1" ='01 SCALE: 1" - 2' r ��llnI z C-1 (IN PEET) C"l IN FEET) 11NCH 10 FEET I INCH= 2 FEET 24.0" o m I I o n � � �1PE FRONT 1 RFS PANEL ANTENNA A 2 NTS EI ISTING EV,STING . 1 JNISTRt PROPOSED RRU EXISTM TANK in - 24.0" -----1 PLAN MEIF 4NICAL SPECIFICATIONS RFS PART. - APXVAARRI8-43-U-NA20 HEIGHT: 72.0 IN WIDTH: 24.0 IN DEPTH: 8.5 IN WEIGHT: 106.0 LBS PROPOSED PANEL ANTENNA eA-2 ANTENNA/RRU MOUNTINGDET_AIL RFS ANTENNANTS 8.7" 12.9" iox i� I m i� 12.9" PLAN PROPOSED AIR CLAMP KIT o (KATHREIN PART# 85010070) N MECHANICAL SPECIFICATIONS ERICSSON PART%/ — AIR32 B66Aa B2a ANTENNA HEIGHT: 56.6 IN CONNECTIONS WIDTH: 12.9 IN LIFTING FRONT DEPTH: 6.7 IN EYE (TYP) J WEIGHT: 132.2 LBS 2 ERICSSON AIR-32 PANEL ANTENNA A 2 Nrs EXISTING MOUNT/NG PIPE PROPOSED AIR CLAMP KIT _ (KATHREIN PART# 85010070) \ EXISTING 8" 55ANO—OFF WIRELESS WALL 000'N% -� \ (TYP OF 2) \ ,' EXISTING WATER TANK INTERIOR SHELL EXISTING WATER TANK EXTERIOR SHELL PROPOSED AIR32 ANTENNA 4 ANTENNA MOUNTING DETAIL (AIR32 ANTENNA) NTS A 10.4` 13.2° �o�i��c��c��c��0000000u00000 — Im — ��III��G�C�,��6C�C��0�00�000000 a HHUMNINNHI E D o PLAN FRONT RIGHT SIDE SIZE AND WEIGHT TABLE RRU WIDTH DEPTH HEIGHT WEIGHT W/0 BRACKET RADIO 4449 B71/B12 13.2" 10.4" 14.9" 74.0 LBS. NOTES: 1. DO NOT PAINT THE RRU. RRU SOLAR SHIELD CAN BE PAINTED PER MANUFACTURERS METHOD OF PROCEDURE. s ERICSSON REMOTE RADIO UNIT (RRU) NITS A-2 z 1 Ef TOTALLY COMMITTEi1 z ZNB+C W ENGINEERING SERVICES, LLC. tlq nPOlL00AiVE. EIIITE 3N cHeunsPuao. w, oleza 6Itl1 B6db�OdB6N90 T-MOBILE NORTHEAST LLC ¢ 15 COMMERCE WAY. SUITE B NORTON, MA 02766 OFFICE: (508) 286-2700 FAX: (508) 286-2893 4HY0542A HY542 / YARM0UTH WT 480 BUCK ISLAND ROAD ? WEST YARMOUTH, MA 02673 BARNSTABLE COUNTY REVISIONS CC z w R 07/21/10 PERMITTING CD9 CWE A 06/21/19 PRELIMINARY CDS ALM REV DATE DESCRIPTION BY OF 41, ESN T�� —�IClgTFiL``�.r,�J` iI l KRUPAKARAN KOLANOAIVELU, P.E. MA PROFESSIONAL ENGINEER LIC. 450019 z -Jj ANTENNA MOUNTING DETAILS co co A=2 w 2 ELECTRICAL & GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES. 2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 3, THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM, 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS, 5. ELECTRICAL AND TELCO WIRING AT EXPOSED INDOOR LOCATIONS SHALL BE IN ELECTRICAL METALLIC TUBING OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC OR RIGID SCHEDULE 80 PVC FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) (AS PERMITTED BY CODE). 6. ELECTRICAL AND TELCO WIRING AT CONCEALED INDOOR LOCATIONS SHALL BE IN ELECTRICAL METALLIC TUBING, ELECTRICAL NONMETALLIC TUBING, OR RIGID NONMETALLIC TUBING (RIGID SCHEDULE 40 PVC AS PERMITTED BY CODE). 7. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING, ABOVE GRADE AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS (RGS) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. S. BURIED CONDUIT SHALL BE RIGID NONMETALLIC CONDUIT (RIGID SCHEDULE 40 PVC); DIRECT BURIED IN AREAS OF OCCASIONAL UGHT TRAFFIC, ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY TRAFFIC. 9. LIQUID —TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED INDOORS AND OUTDOORS IN AREAS WHERE VIBRATION OCCURS AND FLEXIBILITY IS NEEDED. 10. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE THHN, THWN-2, OR THIN INSULATION. 11. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY. 12. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 13. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 14. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING AND LIGHTING PROTECTION SHALL BE DONE IN ACCORDANCE WITH METRO MOD CELL SITE GROUNDING STANDARDS. 15. GROUND CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. IS. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. 17. ALL POWER AND GROUND CONNECTIONS TO BE CRIMP —STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY HARGER (OR APPROVED EQUAL) RATED FOR OPERATION AT NO LESS THAN 75'C OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL 18. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12' RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. 19. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 20. APPLY OXIDE INHIBITING COMPOUND TO ALL MECHANICAL GROUND CONNECTIONS. 21. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING TOWER/ MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING, 22,CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE—OUT DOCUMENTATION. 5 OHMNS MINIMUM RESISTANCE REQUIRED. 23. CONTRACTOR SHALL CONDUCT ANTENNA, CABLE, AND LNA RETURN —LOSS AND DISTANCE —TO —FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT. 24. THE T—MOBILE ELECTRICAL EQUIPMENT INCLUDING PANEL, SWITCH GEAR AND DISCONNECT ARE TO BE LABELED WITH ENGRAVED BAKELITE LABELS. GROUNDING LEGEND A COMPRESSION FITTING CONNECTION EXOTHERMIC WELD CONNECTION --- PROPOSED GROUND WIRING ------------ EXISTING GROUND WIRING GAMMA BETA ALPHA TOTALLY �..,. COMMITTED Z Cj NO-C ENGINEERING SERVICES, LLC, Z IN A—.o DRw tlT H" FORD, W 01124 Q IFrl19ft- C14 Uq ��nn� oZ Ng z ?,ter oW �w pZof U''k" 00� Or �Q We a7d a7d' I�u�t a7d' a7d uQ IL� a =il{❑ G ❑LS LL��I� ❑ ❑ ❑ z T-MOBILE NORTHEAST LLC r � RRU r 15 COMMERCE WAY, SUITE B i RRU RRU ` 1 / r NORTON, MA 02766 OFFICE: (508) 286-2700 T/aA r i % r I \ FAX: (508) 286-2893 I � A 4HY0542A A HY542 / YARMOUTH WT 6 WIRE TO GS ( ) 6 WIRE TO [ 480 BUCK ISLAND ROAD # ° ° ° °°°/, ROUND BAR TYP GROUND BAR (TYP) LL °.°°"°°° GROUND BAR (TYP) "°° " `°° "°°°°°°°°° WEST YARMOUTH, MA 02673 EXISRNG SECTOR BARNSTABLE COUNTY _ EXI57NG SECTOR EXISnNG SECTOR GROUND FAR GROUIJD c3AR GROUND BAR 1 ANTENNA GROUNDING DETAIL REVISIONS — G 1 NTS z O R aizvle PERMiTnNc cos cw A 05,22119 PRELIMINARY CDs ALI TYPE TA TYPE VB 2 G-1 TYPE VN TYPE NO TYPE SS TYPE W TYPE VS TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL CADWELD GROUNDING CONNECTION DETAILS NTS REV DATE DESCRIPTION B` .- RFGrstE�Y� j2AWG WITH LONG BARREL COMPRESSION LUGS, USE STAR WASHERS, LOCKWASHERS, AND STAINLESS STEEL HARDWARE TO SECURE TO EXTERNAL GROUND BAR BY GENERAL CONTRACTOR. NEW COAXIAL GROUND KITS WITH LONG BARREL COMPRESSION LUGS WITH TWO (2) F3/8"4 BOLTS AND LOCK WASHERS SIMILAR TO ANDREW 3241088-9. 2 STAINLESS STEEL HARDWARE .1� I KRUPAKARAN KOLANDAIVELU,P.E. TWO HOLE COPPER 0 MA PROFESSIONAL ENGINEER LTC. #50019 COPPER GROUND BAR COMPRESSION TERMINAL a o RS (tYP) GROUNDING CABLE A a o........... 000oDo°D /K` GROUND BAR — ELEY9i� a_ i �. 00 0000 00000 6" MIN. o STAR WASHER (iYP) -- FLAT WASHER (TYP) u� �—Vx%* HEX BOLT GROUNDING MIT (TIP)--- 1)_,% 02 BARE SOUR -TINNED COPPER CONDUCTOR TO GROUND BUS. GROUND BAR DETAILS NOTES: GROUNDING CABLE - —EXPOSED BARE COPPER TO BE KEPT TO `n 1. ALL HARDWARE STAINLESS STEEL COAT ALL SURFACES WITH KOPR-SHIELD SECTION "A -A ABSOLUTE MINIMUM, NO INSULATION ALLOWED BEFORE MATING. WITHIN THE COMPRESSION TERMINAL (1YP.) 2, FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN NOTES: LUG AND STEEL, COAT ALL SURFACES WITH KOPR-SHIELD. 3. ALL HOLES ARE COUNTERSUNK X/ 1. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. �J z 3 GROUNDING BAR CONNECTIONS G 1 NTs ----- Gml ?