23B-046 (231) f TO ANTENNA
STAINLESS GROUND
ANTENNA ANTENNA SUPPORT STEEL TWO HOLE COPPER LUG
PIPE (TYP. OF 3) COMPRESSION TERMINAL
GROUNDING CABLE-------. ANTENNA
GROUND BAR CIGBE
OP)
SEE NO 1.
GROUND BAR
TMA #6 AWG (PROVIDED WITH
#2 AWG BOW GROUNDING KIT TYP)
LOCK WASHER, —FLAT WASHER, TYP. LUG (TYP)
G/EGB TYP' —3/8'x1-1/4" HEX
BOLT COAX CABLE
POWER PANEL (TYPICAL FOR ALL)
EXISTING GPS i2G • NUT' TYP' GROUND BARANTENNA BE STAND
TELCO CABINET GROUND BAR (BOTTOM) GROUND KIT (TYP.)
SEE NOTE 1.
G EXPOSED BARE COPPER TO BE
G r—UTILITY CONDUITS GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO #6 AWG LUG WITHIN THE
CABLE TRAYS
COMREESSSIION TERMINAL(TYPICAL) (2) #2 AWG BCW
NOTES: TO BTS VIA TRAY OR ICEBRIDGE
1. "DOUBLING UP" OR "STACKING " OF CONNECTION IS NOT PERMITTED. GRADE
PROPOSED T 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS.
BTS 6201 I 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. #2 AWG BOW
G G G G 4. ALL GROUND LUGS MUST BE HEAT SHRUNK AT WIRE/LUG CONNECTION FLING GROUND
BTS
UNIT •
TYP. GROUND BAR CONNECTION DETAIL 2 NOTE:
G « SCALE: N.T.S. G-1 1 TUOWEBR. ANNTTENNNAULOOCATION AND DEPENDING ON OF
G °f ° • EGB AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED.
ROOF _ _ _ Y _ _ 2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED.
PROP. 12 AWG GROUND GROUND MGB ANTENNA CABLE GROUNDING 3
TO RBS 6201 CONNECTION
SCALE: N.T.S. G-1
GROUNDING RISER DIAGRAM 1 FRO" TOO E_URIC DEVA.RC
SCALE: N.T.S. G-1 ANTENNA ANTENNA r
1�..._._CTRIC IAETER
ANTENNA SUPPORT
PIPE 1—MANUAL TRANSFER SM—CH
WEATHERPROOFING
NOTE: KIT (TYP.) f EXIT;G PPC
1. A SITE VISIT/SURVEY WAS NOT CONDUCTED BY JUMPER CABLE fr
ADVANCED ENGINEERING GROUP, P.C. STANDARD EX ST NG
SITE INFORMATION AND PLANS ARE BASED UPON GROUND KIT � R?3S 3231
INFORMATION PROVIDED BY CLIENT (TYP.) 1100A-2P
CONTRACTOR TO VERIFY IN FIELD CABLE DIVIDER
ANTENNA CABLE TO ✓ -- 30A_2P
CONNECTOR CABLE TRAY (TYP.) —
WEATHERPROOFING KIT —
(TYP-) I 30A-2a
/G 1,r
G `1,r l= SURCC
HYBRID CABLE FROM ANTENNA 8OA-2P
G FRAME COAX GROUND
G SUPPORT COMMSCOPE KIT NO. RECEP:ENERATOF.
RECE T".,I�E
GS-0414—IT OR EQUAL PROPOSED
G BTS 6201
#2 AWG BCW #2 AWG BCW, BONDED
TO BTS UNIT 0 GROUND WIRE ALONG PROVIDE ALL CONDUIT do
•° CABLE TRAY TO CIGBE/MIGB CONDUCTORS REQUIRED TO
NOTE: RE—WIRE CIRCUIT TO 1
PROPOSED BTS CABINET
1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS P., ''ROUND (3) #6 do (1) 110G IN 1'C
EGB, BONDED TO DIRECT GROUND WIRE DOWN TO CIGBE. ER NEG
TOWER/MONOPOLE
HYBRID CABLE CONNECTION & GROUND WIRE TO ONE-LINE POWER DIAGRAM
GROUNDING DETAIL 4 GROUND BAR CONNECTION DETAIL 5 SCALE: N.T.S. G-1 IS DRAWING IS SCALEr
SCALE: N.T.S. G-1 THIS DRAWING N ED SCALE
SCALE: N.T.S. �-�+ G-1 AT TWICE THE NOTED SCALE
metroPCS SITE NUMBER: SPM0073 MetroPCS
N- ADVANCED Unlimit Yourself. SITE NAME: COOLEYHOSPRT
ENGINEERING GROUP, P.C. 285 BILLERKw ROAD 30 LOCUST STREET o 05/30/14 �FOR REVIEW SNA SNA GROUNDING, ONE—LINE DIAGRAM k DETAILS
THIRD FLOOR M, NORTHAMPTON, MA 01060
Civil ORgine BROADWAY Site Development Surveying-Telecommunications CHELLI 78)2 4—KIA 01824 N0. DATE REVISIONS BY CHK p' JOB NUMBER DRAWMG NUMBER REV
500 NORTH BROADWAY PH:(401(354-2403 TEL: 97B 244-7200
EAST PROVIDENCE,RI 02914 FAX:(401)63.3-63% FAX:(978)244-7240 MIDDLESEX COUNTY SCALE; AS SHOWN DESIGNED BY: SNA DRAWN BY: 1:G SPM0073 G-1 D
(P) ANTENNA TO PIPE MOUNT
(PER MANUFACTURER'S PROPOSED MTS LT-12 (OR
APPROVED EQUAL)
REQUIREMENTS) PRE—GALVANIZED STEEL
COAX MEDIUM DUTY CABLE TRAY
(ATTACH COAX TO CABLE TRAY WITH 9•RUNG SPACING.
WITH CABLE TIES. 6' O.C.) FASTEN TO SLEEPERS WITH
HOLD DOWN CLAMPS AND
3/8•x7 1/2•GALV LAG
SCREWS.
4•x4•x12•AT 5•-0"O.C. PVC
SLEEPERS AND AT ALL COAX
BRIDGE JOINTS. 6"LONGER
THAN WIDTH OF CABLE TRAY.
OD ROOF PAD
" ADHERE TO SLEEPERS
t O (NOT TO ROOF MEMBRANE)
II
III GREEN STRANDED
CO PPER WITH 2—HOLE NUMBER OF WIDTH OF NOMINAL DEPTH
(P) ANTENNA TO PIPE MOUNT 0 CO
LUG BONDING JUMPER COAXIAL CABLES CABLE TRAY OF CABLE TRAY
L a (PER MANUFACTURER'S SPLICE PLATE 12 24• 4'
REQUIREMENTS) B 18• 4•
IV� NOTE 4 12• 4•
1.PVC SLEEPERS
4' LONG 3/4•MCNICHOLS GBB TO BE FILLED WITH
BAR GRATING W/(6) G—STYLE CONCRETE EVERY 10'-0•.
POWER, GROUND & CLIP FASTENERS ((3) EA.
ABER CABLES TYP. SIDE). LOCATIONS OF GRATING
TO BE SPECIFIED BY ONIMPOMIT
COMMUNICATIONS, INC. FCM.
12" W x 3 DIMENSIONS: (E) PLYWOOD
ERICSSON Res CABLE TRAY DETAILS
71.8"H x 36"W x 35.8"D 3 (E) BRICK VENEER
SCALE: N.T.S. A-5
AIR21 ANTENNA TYP. 1 CABINET DETAIL 2
SCALE: N.T.S. A-3 SCALE: N.T.S. A-3
(P) 2"0 SCHEDULE 40 PIPE MAST (P) 1/2"0 AST)A A325 BOLTS, NP.
(P) ANTENNA TO PIPE MOUNT (E) INSULATION BOAR
(PER MANUFACTURER'S
REQUIREMENTS) (E) STUDS
(P) UNISTRUT, TYP.
(UNISTRUT P/N: P1000)
AIR21 ANTENNA
0 7' NON PENETRATING ROOF FRAME
o VALMONT P/N RT-7
AIR21 ANTENNA, TYP. (P) AIR WALL MOUNTING KIT
KATHREIN P/N SXK 109-1622/1, TYP.
1
VALMONTP/N RTTI7 ROOF FRAME ANTENNA WALL MOUNT (SECTOR C) 6
SCALE: N.T.S. A-3
BALLAST SLED DETAIL 4 ANTENNA MOUNT DETAIL (SECTOR A & B) 5
SCALE: N.T.S. A-3 SCALE: N.T.S. A-3
metro CS SITE NUMBER: SPM0073 MetroPCS
N- ADVANCED Unlimit Yourself. SITE NAME: COOLEYHOSPRT
ENGINEERING GROUP, P.C. THIRD 285 �ROAD 30 LOCUST STREET 0 05/30/14 SUED FOR REVIEW JTG SNA SNA DETAILS
Civil Engineering-Site Developmmt Surveying-Telewmmuniulions CHELMSFORD,MA 01824 NORTHAMPTON, MA 01060 NO. DATE REVISIONS BY CHK P' JOB WAIBFR DRAWING NUMBER I1Lv
500 NORTH BROADWAY PH:(401(354-2403 TEL:(97B)244-7200
EAST PROVIDENCE,RI 02914 FAX:(40115334354 FAX:(978)244-7240 MIDDLESEX COUNTY SCALE: AS SHOWN DESIGNED BY: $NA DRAWN BY: ,Tics SPM0073 A-3 Q
(E) PANEL ANTENNA (E) PANEL fN ENNA
(1) PER SECTOR, TOTAL OF (3) (1) PER SECTOR, TOTAL OF (3)
(TO BE REMOVED) (TO BE REMOVED) (P) (2) AIR21 ANTENNAS (SECTOR A & B)
o o MOUNTED TO (P) BALLAST SLED
n N (SEE RFDS FOR FINAL EQUIPMENT CONFIGURATION)
(P) (2) AIR21 ANTENNAS (SECTOR C) W D W a P) (4) FIBER JUMPERS FROM (P) (4) FIBER JUMPERS FROM ji
MOUNTED TO (P) WALL MOUNT r" r" / (P) CABLE DIVIDER TO (P) ANTENNAS (P) CABLE DIVIDER TO (P) ANTENNAS
(SEE RFDS FOR FINAL EQUIPMENT CONFIGURATION)
I;
_, E) CABLE TRAY MOUNTE€3 TO
ROOF ON SLEEPERS, TYR.
(P) (4) FIBER JUMPERS FRO
(P) CABLE DIVIDER TO (P) ANTENNAS / /" ---Z —��(P) HYBRID CABLES pR
/ ' (1) PER SECTOR, (3) TOTAL
(E) CABLE TRAY MOUNTED TO �0�,gyp FROM (P) RBS 6201 CABINET -- ---------
ROOF ON S1.EEPE.RS, TYP. .' � ,
TO (P) CABLE DIVIDERS
(P) HYBRID CABLES P) CTpR
CABLE DIVIDER \Sf
(1) PER SECTOR, (3) TOTAL SECTOR B (1) PER SECTOR, (3) TOTAL q3\A
FROM (P) RBS 6201 CABINET SECTOR C (P) (2) AIR21 ANTENNAS (SECTOR A & B) T ,
TO (P) CABLE DIVIDERS MOUNTED TO (P) BALLAST SLED
(SEE RFDS FOR FINAL EQUIPMENT CONFIGURATION) (P) CABLE TRAY MOUNTED T SECTOR A
ROOF ON SLEEPERS, TYP.
NOTE: PROPOSED ANTENNA PLAN 3 (P) CABLE DIVIDER
(1) PER SECTOR, (3) TOTAL
PROPOSED (2) ANTENNAS PER SECTOR, TOTAL OF (6) SCALE: 1"=5'-0" A_2
0' 1'-3"2'-6" 5'-0"
2
CTR OF E & P ANTENNAS SECTOR A & B = 72't A.G.L. jpM rtm tea
(P) (2) AIR21 ANTENNAS (SECTOR B & C)
A-1 MOUNTED TO (P) BALLAST SLED
(SEE RFDS FOR FINAL EQUIPMENT CONFIGURATION)
TOP OF UPPER PENTHOUSE = 67' A.G.L.
IL { J LE 4 ER TJ()ELF
CTR OF E & P ANTANNAS SECTOR C 64 A.G.L. (P) CABLE
ROOF LEVEL = 61' A.G.L._ (P) CABLE DIVIDER
(1) PER SECTOR, (3) TOTAL
(P) HYBRID CABLES
(1) PER SECTOR, (3) TOTAL
FROM (P) RBS 6201 CABINET {E) TOP OF UPPER PENTHOUSE ROOF
TO (P) CABLE DIVIDERS - f/
(P) CABLE TRAY MOUNTED T
- ROOF ON SLEEPERS, TYP. ENLARGED ELEVATION 2
SCALE: 1
EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE
ELEVATION SECTOR MAKE MOEL# SIZE (INCHES) SECTOR (MAKE mmu SIZE (INCHES)
SECTOR A RFS APXV18-206517S 6.650.1502 SECTOR A ERICSSON AJR21 B2A/B4P 12X8X56
A-2
SCALE: 1"=30'-0" SECTOR 8: RFS APXV18-206517S 6.65x3.15x72 ERICSSON AIR21 B4A/B2P 12X8X56
SECTOR B: ERICSSON AIR21 B2A/B4P 12X8X56
0' 15' 30' 60' SECTOR C: RFS APXV18-2065175 6.65x3.15x72 ERICSSON AIR21 B4A/B2P 12X8X56
SECTOR C: ERICSSON AIR21 B2A/B4P 12X8X56
ERICSSON AIR21 B4A/B2P 12X8X56
metroP SITE NUMBER: SPM0073 MetroPCS
ADVANCED Unlimit Yourself. SITE NAME: COOLEYHOSPRT
ENGINEERING GR UP, P.C. S�ROAD 30 LOCUST STREET 0 05/30/14 ISSUED FOR REVIEW JTG SNA SNa ELEVATION & ANTENNA PLAN
Civil Engineering-Site Development Surveying-Telecommunications CHt1AISFORO,MA 01824 NORTHAMPTON, MA 01060 NO. DATE REVISroNS BY CHK 41PIPT .toe MA400 DRAWING NUMBQt ttEv
500 NORTH BROADWAY PH:(401)350-2403 TEU(978)244-7200
EAST PROVIDENOE,RI 02974 FAX:(4011633L354 FAX:(978)244-7240 MIDDLESEX COUNTY SCALE: AS SHOWN DESKiNED BY: SNA DRAWN BY: JTO SPM0073 A-2 Q
i I
i
I
i
(E) UPPER
PENTHOUSE
NOTES:
1. ABOVE GROUND LEVEL ELEVATIONS WERE TAKEN
FROM INFORMATION PROVIDED BY CLIENT
2. AN ANALYSIS FOR THE CAPACITY OF THE
(E) LOWER EXISTING STRUCTURE TO SUPPORT THE
PENTHOUSE PROPOSED EQUIPMENT SHALL BE CONDUCTED
PRIOR TO CONSTRUCTION. AEG HAS NOT
CONDUCTED A STRUCTUP.AL ANALYSIS
P) RBS 6201 EQUIPMENT CABINET TO
REPLACE (E) RBS 3231 CABINET
(SEE RFDS FOR INTERNAL CONFIGURATION)
I
(E) PPC CABINET
o
i /
(E) MAIN ROOF 10Z rw
E) TELCO BOX
U-b
O N I
Irrrrrlrrrrrrrr�rrrrrrrrrrJrr 17zrrrfrrrrrrrrrrrrr�rr0"'MrrrrrrrrrR
(E) CABLE PORT (E) UPPER PENTHOUSE
i EXTERIOR WALL
/ (P) HYBRID CABLES
P) CABLE TRAY MOUNTED TO (1) PER SECTOR, (3) TOTAL
(E) LOWER ROOF ON (P) SLEEPERS FROM (P) RBS 6201 CABINET
PENTHOUSE / TO (P) CABLE DIVIDERS
(E) UPPER
EQUIPMENT PLAN 2
PENTHOUSE SCALE 1'=5'-0' A-1
(E) MAIN ROOF 0' .5' S' 10'
2
i
�� , iii I iJ I SECTOR A
5� ° (E) CABLE TRAY MOUNTED TO
ROOF ON SLEEPERS, TYR.
(E) EQUIPMENT AREA INSIDE (E) UPPER
(P) HYBRID CABLES (E) UPPER PENTHOUSE PENTHOUSE
(1) PER SECTOR, (3) TOTAL
FROM (P) RBS 6201 CABINET
TO (P) CABLE DIVIDERS
PARTIAL ROOF PLAN ?
SCALE: 1'=30'-0'
0' 15' 30' 60'
metroPCS SITE NUMBER: SPM0073 MetroPCS
N
DVANCED Unlimit Yourself. SITE NAME: COOLEYHOSPRT
PARTIAL ROOF & EQUIPMENT PLAN
ENGINEERING GROUP, P.C. THIRD ROAD 30 LOCUST STREET 0 05/30/14 NSWED FOR REVIEW drG SNA SNA
Civil Engineering-Site Development Surveying-Telecommunications CHELMSFORD.MA 01824 NORTHAMPTON, MA 01060 NO. DATE REVISIONS BY CHK kPP*C .we NuMeFR DRAWING WiMom REV
500 NORTH BROADWAY PH:(401)354-2403 TEL'(978)244-7200 /,
EAST PROVIDENCE,RI 02914 FAX:(401)633-6354 FAX:(978)244-7240 MIDDLESEX COUNTY SCALE: AS SNioWN DESIGNED BY: SNA DRAWN BY: .rrG SPM0073 A-1 0
GENERAL NOTES ELECTRICAL AND GROUNDING NOTES
1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 14. THE CONTRACTOR SHALL COMPLY WiTH ALL OSHA REQUIREMENTS 28. ALL (E)INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS USE f6 COPPER STRANDED WIRE WITH GREEN COLOR
THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE INS E INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE
ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS AS THEY APPLY TO THIS PROJECT. WHICH INTERFERE WiTH THE EXECUTION OF THE WORK, SHALL BE AND LOCAL CODES. SPECIFIED) AND #2 SOLID TINNED BARE COPPER WIRE FOR BELOW
OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT GRADE GROUNDING AS INDICATED ON THE DRAWING.
SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES 15. THE CONTRACTOR SHALL NOTIFY THE LESEE/LICENSEE POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, 2, ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND
BEARING ON THE PERFORMANCE OF THE WORK. THE WORK REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. THE PROCURED PER SPECIFICATION REQUIREMENTS. 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND
PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD.
BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT BY THE EQUIPMENT, DRIVEWAY OR 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH
REGULATIONS, AND ORDINANCES. UNTIL CONFLICT IS RESOLVED BY THE LESEE/LICENSEE BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO GALVANIZED STEEL
REPRESENTATIVE 29. GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM.
2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. THE 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND
FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED.
COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS PROPERTY LINES, ETC. ON THE JOB. SEDIMENTATION CONTROLS AT ALL TIMES RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE.
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN INSPECTIONS. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE
THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID 17. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM 30. DURING CONSTRUCTION. PER FCC MANDATE, ENHANCED EMERGENCY BENT AT 6' RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS
CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE (E911) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO
MASTS 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO
IN ACCORDANCE WiTH THE INTENT OF THESE DOCUMENTS. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE
WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS MASTER GROUND BAR OR GROUNDING RING.
FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL 31. FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED
3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNAS IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. 18. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO
OF NOTIFYING (IN WRITING) THE LESEE/LICENSEE REPRESENTATIVE OF EXCAVATION ACTIVITY: DIG SAFE SYSTEM (MA, ME, NH, RI, VT): GENERALLY DEPICTED ON THIS PLAN, ATTACHED TO OR MOUNTED IN HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING
ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION 1-888-344-7233 CALL BEFORE YOU DIG (CT): 1-800-922-4455 CLOSE PROXIMITY TO THE BTS RADIO CABINETS. PROJECT OWNER 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. COMPOUND TO ALL LOCATIONS.
OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911
EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE 18. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED 7. ELECTRICAL WIRING SHALL BE COPPER WiTH TYPE XHHW, THWN, OR 19. BOND ANTENNA MOUNTING BRACKETS, COAXIAL CABLE GROUND
COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING NECESSARY CONSTRUCTION CONTROL SURVEYS AND MAINTAINING ALL SPECIFICATIONS. THHN INSULATION. KITS, AND ALMA TO EGB PLACED NEAR THE ANTENNA LOCATION.
OTHERWISE. LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS
SHOWN HEREIN. 32. APPLICABLE BUILDING CODES: 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY 20. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION
4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE DEMARCATION POINT AND PROJECT OWNER CELL SiTE PPC AS INDICATED TYPE GROUND CONNECTIONS.
MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND 19, ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE THE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE
LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE INSTALLATION WiTH UTILITY COMPANY. 21. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL
DESCRIBED HEREIN. EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON ELECTRONIC MARKER SYSTEM (EMS) BALLS OVER EACH GROUND
DIMENSIONS WITH PROJECT OWNER PRIOR TO CONSTRUCTION. 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY
THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. ROD AND BONDING POINT BETWEEN EXISTING TOWER/ (E)
5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE DEMARCATION POINT AND PROJECT OWNER CELL SITE TELCO CABINET AND
SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF 20. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 8TH EDITION BLS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING.
WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN ELECTRICAL CODE: MASSACHUSETTS 527 CMR 12:00 (NEC 2014) PULL ROPE AND GREENLEE CONDUIT MEASURING TAPE IN EACH INSTALLED
BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. NORTH. PRIOR TO THE START OF CONSTRUCTION, ORDERING OR LIGHTING CODE MASSACHUSETTS 527 CMR 12:00 (NEC 2014) TELCO CONDUIT. 22. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND
FABRICATING OF ANTENNA MOUNTS, CONTRACTOR SHALL CONSULT RECORD RESULTS FOR PROJECT CLOSE-OUT DOCUMENTATION. 5
WiTH PROJECT OWNER'S RF ENGINEER AND FIELD VERIFY ALL OHMS MAXIMUM RESISTANCE REQUIRED.
SHALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS.
6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED SUBCONTRACTOR'S WORK LL COMPLY WITH THE LATEST EDITION OF 10. WHERE CONDUIT BETWEEN BTS AND PROJECT OWNER CELL SiTE PPC
AN
WITH CONSTRUCTION PRIOR TO STARTING WORK ON Y ITEM NOT THE FOLLOWING STANDARDS: AND BETWEEN BTS AND PROJECT OWNER CELL SITE TELCO SERVICE 21CONTRACTOR SHALL CONDUCT ANTENNA, COAX, AND LNA
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS / CONTRACT 21, THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE CABINET ARE UNDERGROUND USE PVC, SCHEDULE 40 CONDUIT. ABOVE RETURN-LOSS AND DISTANCE- TO-FAULT MEASUREMENTS (SWEEP
DOCUMENTS. RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. TESTS) AND RECORD RESULTS FOR PROJECT CLOSE OUT.
MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE REQUIREMENTS FOR STRUCTURAL CONCRETE;
7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE.
ACCORDING TO THE MANUFACTURER'S /VENDOR'S SPECIFICATIONS AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES 22. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS 12. PPC SUPPLIED BY PROJECT OWNER.
TAKE PRECEDENCE EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION;
TRANSMISSION LINES AND SUPPORT STRUCTURES 13. GROUNDING SHALL COMPLY WiTH NEC ART. 250. ADDITIONALLY,
.
8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TiA) 222-G, GROUNDING, BONDING AND LIGHTNING PROTECTION SHALL BE DONE IN
DOCUMENTS AT THE SiTE UPDATED WiTH THE LATEST REVISIONS AND 23. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT STRUCTURAL STANDARDS FOR STEEL ACCORDANCE WiTH 'r-MOBILE BTS SITE GROUNDING STANDARDS'.
ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL SHALL BE PROVIDED BY THE PROJECT OWNER AND IS NOT INCLUDED
PERSONNEL INVOLVED WiTH THE PROJECT. IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER 14. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING
OWNER SUPPLIED MATERIALS IS ATTACHED TO THE BID DOCUMENTS TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED BY PROJECT
9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT (SEE EXHIBIT 3). ALL OTHER HARDWARE TO BE PROVIDED BY THE OWNER.
DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY CONTRACTOR. CONNECTION HARDWARE SHALL BE STAINLESS STEEL.. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND
RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR
SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS 24. WHEN "PAINT TO MATCH" TEN OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
IS SPECIFIED FOR ANTEN NA
OF THE WORK UNDER THE CONTRACT. CONCEALMENT, PAINT PRODUCT FOR ANTENNA RAD SHALL BE GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL
SHERWIN WILLIAMS COROTHANE I1. SURFACE PREPARATION AND REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENT SHALL GOVERN.
NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND
MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL SPECIFICATIONS AND PROJECT OWNER'S GUIDELINE'S.
IMPROVEMENTS AS SHOWN HEREIN.
25. COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT, CABLE
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF
PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK ELECTRICAL AND TELECOMMUNICATION SERVICE SWILL BE THE SOLE
BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL RESPONSIBILITY OF THE CONTRACTOR.
GOVERNMENT AUTHORITY. ABBREVIATIONS
26. ALL UTILITY WORK SHALL BE IN ACCORDANCE WiTH LOCAL UTILITY
12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO COMPANY REQUIREMENTS AND SPECIFICATIONS.
PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING,
ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE 27. ALL (E)ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY
CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED
DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. AT ALL TiMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS
OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.
13. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED
AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. BTS BASE TRANSCEIVER STATION P PROPOSED/NEW DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING ( ) TBR TO BE REMOVED
REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CREW.
CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES of (E) EXISTING N.T.S. NOT TO SCALE TBRR TO BE REMOVED
ANY NATURE. EG EQUIPMENT GROUND REF REFERENCE AND REPLACED
EGR EQUIPMENT GROUND RING REQ REQUIRED TYP TYPICAL
(F) FUTURE
metroPCS SITE NUMBER: SPM0073 MetroPCS
N- ADVANCED Unlimit Yourself. SITE NAME: COOLEYHOSPRT
ENGINEERING GROUP, P.C. TM��NOAD 30 LOCUST STREET 0 05/30/14 ISSUED FOR REVIEW ,LTG SNA $NA GN-1
Civil Enginmring-Site Development Surveying-Tele mmuniutiom CHELMSFORD.IAA 01824 NORTHAMPTON, MA 01060 NO. DATE REVISIONS BY CHK P' JOB WASER DRAWW NUMBER REV
500 NORTH BROADWAY PK(4011354-2403 TEL.(978)244-7200 /.
EAST PRONDEl E,Ri 02914 FAX:(401163345354 FAX(97a)2"_7440 MIDDLESEX COUNTY SCALE: AS$IioNr1 DESIGNED Erc: $NA DRAWN 9Y: ,110 SPM0073 GENERAL NOTES 0
PROJECT INFORMATION
SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS SITE NAME: COOLEYHOSPRT
SITE ADDRESS: 30 LOCUST STREET
NORTHAMPTON, MA 01060 30 LOCUST STREET
LATITUDE: 42.331847
LONGITUDE: —72.657319 NORTHAMPTON, MA 01060
JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES MIDDLESEX COUNTY
CURRENT USE: TELECOMMUNICATIONS FACILITY
PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE NUMBER : SPM0073
DESIGN GUIDELINE: 5A (4SHM073)
DRAWING INDEX REV LOCUS MAP GENERAL NOTES
T-1 TITLE SHEET 0 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF
T—MOBILE NORTHEAST, LLC. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN
GN-1 GENERAL NOTES 0 CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR
THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND
A-1 PARTIAL ROOF&EQUIPMENT PLAN 0 , ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED.
A-2 ELEVATION &ANTENNA PLAN 0 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS
ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND
A-3 DETAILS 0 THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY
IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS.
G-1 GROUNDING,ONE-LINE DIAGRAM&DETAILS 0 ` 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON
THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE T—MOBILE REPRESENTATIVE IN WRITING
SIGNATURES OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
CONSTRUCTION DATE OPERATIONS DATE
RF ENGINEERING DATE LAND OWNER DATE
ZONING SITE ACQ. DATE ,�
`�77 4 CALL 4
BEFORE YOU DIG
r CALL TOLL FREE 811 OR 888—DIG—SAFE
x
UNDERGROUND SERVICE ALERT
metroPCS SITE NUMBER: SPM0073 MetroPCS
N
DVANCED Unlimit Yourself. SITE NAME: COOLEYHOSPRT
TITLE SHEET
ENGINEERING GROUP, P.C. 2 �ROAD 30 LOCUST STREET 0 05/30/14 ISSUED FOR REVIEW JTG SNA SNA
THIRD Civil Engineering-Site Development Surveying-Telecommunications CHELMSFORD,MA 01824 NORTHAMPTON, MA 01060 NO. DATE REVISIONS BY CHX kPP'C doe NUMIIER DRAWING NUMBER REV
500 NORTH BROADWAY PH:(401)354-2403 1EL:(978)24-7200
FAST PROVIDENCE,RI 02914 FAX:(401)63343354 FAX:(978)24 4-7240 MIDDLESEX COUNTY SCALE- AS SHOWN DESIGNED 9Y: SNA DRAWN BY: JiG SPM0073 T—) 0