480 Buck Island Rd planTOWN OF UTi H
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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
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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.
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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.
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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
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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.
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3 GROUNDING BAR CONNECTIONS
G 1 NTs ----- Gml ?