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Home My WebLink AboutBuilding Permit #232 - 70 ELM STREET 9/24/2009 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: 3`2' Date Received Date Issued: ( 2 Y IMPORTANT:Applicant must complete all items on this page LOCATION 7---t tZuA '5¢tet; Print PROPERTY OWNER Z%� ,-TP4A R c.,} Cx,Q 2-04 Print MAP NO: _q} PARCEL: ZONING DISTRICT:(2--� Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Iters ion No. of units: Commercia Repair, replacement Assessory Bldg Others: Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: S ill\�►J� �2.L'LL'�S 1'Q JPs f.,q Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: J7 �=Ltit S� CONTRACTOR Name: t MI�XTt3rJ ► �ti r.a C�.��..,�t:rt�+r�hone: (SU�S��Ls -5�-1Ss : Address: :2'-1 tNq\L3.�- e c Supervisor's Construction License: GS Sli IG 3 Exp. Date: I i` �"I --aOk `-7 Home Improvement License: Exp. Date: ARCH ITECT/ENGINEER A-t S +Z_ Phone: �C - �oo Address: -2u1 �o5-a� Q�� . »JAS�,Mpa_uSowL(,w PoReg. No. y� 071-1 ,C-)- FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $0, n 00 FEE: $ /2p. O(-) Check No.: SO`\ Receipt No.: NOTE: Persons contracting with unregistered con Tactors do not have access to the guaranty fund Signature of Agent/Owner w Signature of contractor-t Plans Submitted Plans Waived Certified Plot Plan Stamped PI ns TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT 023 COMMENTS2Y JJ a CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS ZoMing Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Location �o( g c,,- No. Date i MORTM TOWN OF NORTH ANDOVER to • • � ; , Certificate of Occupancy $ s�CMUs Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 7 B44 Inspector ✓pec"t°ia�nma�uasa� o�✓��a�aaclli Board of Building Regulations and Standards Construction Supervisor License License: CS 88703 Birthdate: 10/9/1957 013 Expiration:P 10/912009 Tr# 5154 Restriction: 00 KEVIN CUNNINGHAM ` 29 HALE RD -�— —5 STOW,MA 01775 Commissioner U September 2009 Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 - ---- ---- ----- 6 ..__..........�.._....... ......-• 8 ---- - ---•---......._..9........................10 11 12 13_...... 14 —...............15.............. .........16 . .......... •. 17 .... .. 18 19 20........................21,........... .. _..... 23..... ._ ----- .-.24 .... 25 . 2 .................. .. . 27 28 29 30 4BZ0023A,39 days? site preperation,4 days? October 2009 Sunday Monday Tuesday Wednesday Thursday Friday Saturday _ i 1 2 _ 3 f 4BZ0023A,39 days? site preperation,4 days? 4.. ........ .....5......................... ........... -- ------...... ----------.......... $ 9 10 48Z0023A.39 days? site preperation•4 days? carpentry,4 days? i .............. ................ ......... .......... ........ 11 12 13 14 15 16 1 4BZ0023A,39 days? antenna installation.5 days? coax cable installation,4 days equipment installation,1 punch list/cleanup,1 da, ............ 18........................19.. --------------..2 ........................21 .................... 22 . .. ._.. 4BZ0023A,39 days? 25 .. 26 . 2i.. 28 .......... .......... 28 30 31 4BZ0023A,39 days? OMNIPOINT COMMUNICATIONS,INC. A WHOLLY OWNED SUBSIDIARY OF T-MOBILE USA,INC. 15 COMMERCE WAY TRINITARIAN CHURCH TOWN OF NORTH ANDOVER NORTON,MA 02728 OFFICE: (508)2B6-2700 FIRE DEPARTMENT FAX (508)288-2893 f 72 ELM STREET POLICE DEPARTMENT iWA TON NORTH ANDOVER, MA 01845 u-xm 71000mum.m DEPARTMENT OF PUBLIC WORKS BAY STATS SITE NUMBER: 4BZ0023A ZONING BOARD DcN SITE TYPE: STEEPLE 241 WOW Pwt Rd.Wad Marlborough.MA 01752 Ph—5D6-229-4100 Fac 506-4a5-5321 PLANNING BOARD APPROVALS T-MOBILE TECHNICIAN SITE SAFETY NOTES UlAm m LOCATION SPECIAL RESTRICTIONS LFA9Nc SECTOR A ACCESS NOT PERMITTED R.F. SECTOR B: ACCESS NOT PERMITTED SECTOR C: ACCESS NOT PERMITTED ZGf✓r GPS/LMU: ACCESS NOT PERMITTED RADIO CABINETS: UNRESTRICTED - A/E PPC DISCONNECT. UNRESTRICTED - MAIN CIRCUIT D/C: UNRESTRICTED NIU/T DEMARC: UNRESTRICTED OTHER/SPECIAL: NONE RAMASASTRY yG SATYAPRASAD rn CD GENERAL NOTES VICINITY MAP NOTTomm-E: © SHEET INDEX PROJECT SUMMARY U No.2 CI96 Q nom • i " 'RSI..,u,, ,, €,. SHT. REV. t;:' N0. DESCRIPTION NO. SITE NUMBER: 4BZ0023A 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL ARCHITECT/ENGINEER,THE STATE,COUNTY OR LOCAL GOVERNMENT -r� T-1 TITLE SHEET 1 SITE NAME: TRINITARIAN CHURCH LAWS. ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY AUTHORITY. ;f., s t ECT NO: 2912.022 PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, S" u r y, „F AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE 12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT �a '` ti` r� "r�'sr SITE ADDRESS: 72 ELM STREET PERFORMANCE OF THE WORK.THE WORK PERFORMED ON THE PROJECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING 41j1 'r C-1 PLOT PLAN 1 N. ANDOVER, MA 01845 AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL '' eLx `� DRAWN BY: JRK ! ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES. REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE 70 CONSTRUCTION � �:a xe£' �� F ON OR ABOUT THE PROPERTY. ka ASSESSORS MAP 42 LOT 02 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN t "� � i �'' A-1 SITE & EQUIPMENT LAYOUT PLAN 1 PARCEL NO.: CHECKED BY' K.B. THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE 13.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND 1 r, < rr OF WOR CAUTIONED THAT MINK THE OR CONTRACTOR OR ERRORS BIDDING THE JOB IN THE NEVERTHELESS AND DEBRIS. RUBBISH D FREE RING CONSTRUCTION AND AND REMOVE EQUIPMENT NISPOSE OF ALL OT SPECIFIED AS - ,'`s 4� f �� ZONING DISTRICT: RESIDENCE 4 (R-4) OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN SUBMITTALS � �` z` A-2 ELEVATION 1 COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY G �� d ti°Ej THE INTENT OF THESE DOCUMENTS. NATURE. % 'f�. _ CONSTRUCTION TYPE: CHURCH A zs yna�+�u 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF 14.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS „ '"' A-3 DETAILS 1 PROPERTY OWNER: TRINITARIAN NOTIFYING (IN WRITING) THE LESSEE REPRESENTATIVE OF ANY THEY APPLY TO THIS PROJECT. CONGREGATIONAL CHURCH CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT 15.THE CONTRACTOR SHALL NOTIFY THE LESSEE REPRESENTATIVE WHERE A s?� 4, - NORTH ANDOVER, MA 0184 OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS.THE 7 �, - A-4 DETAILS 1 OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION a,3 REV 1 OB-27-09 BUILDING PERMIT ONLY OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY °y� --a ,"�w�,too ajp{ {' �4T APPLICANT: T-MOBILE USA, INC REV 0 OB-07-09 CONSTRUCTION DRAFT 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, THE LESSEE REPRESENTATIVE. o.X;-L +:,e _,A.a Ta 15 COMMERCE WAY EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED i6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, E-1 ONE-LINE & POWER RISER DIAGRAMS 1 NORTON, MA 02788 NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL NSR THE JOB SITE PRIOR TO THE SUBMISSIONELECTRICAL ENGINEER: BR AY STATE DESIGN THIS DOCUMENT CREAT .DESIGN, OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE 1PROPERTY LINES. ETC. ON THE JOB. D O NOT SCALE D RAW I N G S 7.ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM PROPERTY AND COPYRIGHTED WORK OF FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD.THE E-2 GROUNDING RISER DIAGRAM & 1 OMNIPOINT COMMUNICATIONS,LLC. ANY LL CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR SHALOCATE ALL UNDERGROUND UTILITIES IN THE FIELD CONTRACTOR SHALL VERIFY ALL PLANS AND EQUIPMENT LAYOUT DUPLICATION OR USE WITHOUT EXPRESS PRIOR TO ANY SITE WORK. CAIN THE FOLLOWING FOR ALL EXISTING DIMENSIONS AND CONDITIONS ON THE WRITTEN CONSENT IS STRICTLY PROHIBITED• 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DUPLICATION AND 115E BY GOVERNMENT CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY EXCAVATION ACTIVITY. DIG SAFE SYSTEM (MA, ME, NH, RI,VT): AGENCIES FOR THE PURPOSES OF DEFINED BY THE CONSTRUCTION DRAWINGS/ CONTRACT DOCUMENTS. 1-888-344-7233 CALL BEFORE YOU DIG (CT): 1-800-922-4455 T-MOBILE REPRESENTATIVE IN WRITING OF E-3 ELECTRICAL DETAILS 1 CONDUCTING THEIR LAWFULLY AUTHORIZED DISCREPANCIES BEFORE PROCEEDING WITH THE REGULATORY AND ADMINISTRATIVE 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS 18. PER FCC MANDATE. ENHANCED EMERGENCY(E911) SERVICE IS WORK OR BE RESPONSIBLE FOR SAME. NOTES FUNCTIONS IS SPEGFICALLY ALLOWED. ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS REQUIRED TO MEET NATIONWIDE STANDARDS FOR WIRELESS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES COMMUNICATIONS SYSTEMS. PROJECT OWNER (IMPLEMENTATION REQUIRES THE FOLLOWING SHEETS ARE USED ONLY FOR FEDERAL 1.PIAN HFORMATION WAS OBTAANED FROM A PIM(ENTITLED TAKE PRECEDENCE _ DEPLOYMENT OF EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON REGULATORY COMPLIANCE UNDER FCC AND OSHA 482-00023A 1RNNTARMN CHURCH-DATED 11/19/0&PREPARED BY THIS PLAN.ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE SPECIAL NOTES STANDARDS. BUILDING CODE LIFE AND SAFETY HUDSON DESIGN Gam'U.C. SITE 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION BTS RADIO CABINETS. THE PROJECT OWNER RESERVES THE RIGHT TO PROVISIONS ARE NOT APPLICABLE AND THEREFORE 2.A METES AND BOUNDS SURYfY WAS NOT CCFOUCM BY DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND LOCATION BAY STATE DESIGN NC. ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. THESE SHEETS HAVE BEEN OMITTED FOR STATE/LOCAL PERSONNEL INVOLVED WITH THE PROJECT. SPECIAL NOTES: PERMITTING AND CONSTRUCTION CONTROL 4BZ0023A 19. CONTACTOR SHALL PERFORM ALL WORK ON PANTED SURFACES IN 1. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO EME-1 RF/EME SAFETY PLAN 0 TRINITARIAN CHURCH 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT ACCORDANCE WITH APPLICABLE FEDERAL. STATE,AND LOCAL RULES, PROTECT EXISTING CLOCK COMPONENTS DURING 72 ELM STREET DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE LAWS. OR REGULATIONS, INCLUDING BUT NOT LIMITED TO OSHA SECTION CONSTRUCTION. THESE SHALL INCLUDE, BUT NOT BE NORTH ANDOVER. MA 01845 FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES 1926.62 - LEAD IN CONSTRUCTION LIMITED TO, CONSTRUCTION OF PROTECTION AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE DEVICES COVERS/FRAMING TO LIMIT THE POSSIBILITY OF EME-2 RF EME SIGNAGE PLAN 0 WORK UNDER THE CONTRACT. 20.INSPECONTRACTOR, R. SHALL COLLECT�ROOfl GATE D MATERIAL SAMPLES FEDERALLY E / N THE AREA, DAMAGE TO COMPONENTS DURING INSTALLATION. THE 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL OR AREAS OF INTENDED ROOF PENETRATION(S)TO QUANTIFY THE CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE SHEET TITLE NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND PRESENCE OF ASBESTOS. BASED ON THE RESULTS OF THE SAMPLE THAT MAY OCCUR DUE TO CONSTRUCTION EME-3 RF/EME SIGNAGE BOM 0 MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL ANALYSIS, CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE IMPROVEMENTS AS SHOWN HEREIN. WITH LOCAL, STATE,AND FEDERAL LAWS CONCERNING ASBESTOS, PROPOSED2. CONTRACTOR- CTOR REMOVAL LOUVERS/TRIM JIM BOARDS/PANELS TITLE SHEET INCLUDING BUT NOT LIMITED TO OSHA REGULATIONS CODIFIED UNDER 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 29 C.F.R. 1910 ET. SEQ. AND EPA REGULATIONS CODIFIED UNDER 40 IN ORDER TO PREVENT DAMAGE TO THESE PANELS; THE EME-4 RF/EME CALCULATION PLAN 0 AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ASBESTOS 61, SUBPART M - NATIONAL EMISSION STANDARDS FOR PANELS WILL BE STORED ON-SITE AT THE CHURCH; AND THE PANELS WILL BE REINSTALLED BY THE PROJECT PROPONENT WHEN THE USE OF THE ANTENNAS IS SHEET NUMBER DISCONTINUED. T- 1 NOTES: / OMNIPORIT COMMUNICATIONS,INC 1. PLOT PLAN IS NOT THE RESULT OF A SURVEY. IT IS BASED \ A NHOLLY OWNED SUBSIDIARY OF ON FIELD MEASUREMENTS AND SCALED ASSESSORS MAPS. ALL T-MOBILE USA,INC INFORMATION SHOWN IS APPROXIMATE ONLY AND SUBJECT TO GENERAL NOTES ANY CONDITION THAT A SURVEY MAY REVEAL. 15 COMMERCE WAY 2. ALL SETBACKS SHOWN FROM PROPOSED ANTENNAS TO 1. THE TYPE. DIMENSIONS, MOUNTING HARDWARE. AND NORTON,MA 02766 EXISTING PROPERTY LINES. POSITIONS OF ALL PROJECT OWNER'S EQUIPMENT ARE OFFICE: (5013)286_2700 SHOWN IN ILLUSTRATIVE FASHION. THESE DRAWINGS ARE NOT M 3. CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY INTENDED FOR CONSTRUCTION. ACTUAL HARDWARE DETAILS FAX (508)286-2893 Y DISCREPANCIES BETWEEN THE EXISTING SITE CONDITIONS AND AND FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM WHAT IS THAT WHICH IS REPRESENTED HERE. SHOWN. SS-50 • RES. 2. THE PROJECT OWNER'S PCS FACILITY IS AN UNMANNED A// PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY j //--F"' TO,YA/ ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE NAwOK T[C"NoLo r,w_ MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT Sj'A' i \ GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER BAY BAY Sr F E ��4 ADA REQUIREMENTS. 'r 3. THE PROJECT OWNER'S BASE TRANSMISSION STATION / RES \\ / (BTS) CABINET IS A VANDAL RESISTANT STEEL CABINET CONTAINING RECTIFIERS, AMPLIFIERS, RADIOS.AND OTHER / \/ INTEGRATED ELECTRONIC CONTROL EQUIPMENT. BATTERY 6A*STATE DESKIK 4C BACKUP FOR EMERGENCY STANDBY POWER IS CONTAINED A Iww.rqk— `<r WITHIN A SEPARATE BATTERY RACK CONTAINING 12-VOLT, RES. RES. CLOSED-CELL DC BATTERY. THE BATTERIES ARE LEAD-ACID 341 tom. 1&0'� RES. \ RES. RECHARGEABLE STANDBY INDUSTRIAL POWER CELLS 'Mw 07757 RES, \ MANUFACTURED TO MEET ENVIRONMENTAL QUALITY AND ' -279-1100 / RES. F4. 506-485-0321 \ RUGGEDNESS STANDARDS OF THE INTERNATIONAL AIR 55-S. TRANSPORT ASSOCIATION (IATA). THE BATTERY CHARGING ' RES. \ SYSTEM IS COMPUTER-CONTROLLED AND THE EQUIPMENT CABINET IS REMOTELY MONITORED AT PROJECT OWNER'S APPROVALS NETWORK OPERATIONS CONTROL CENTER 24-HOURS A DAY, / \ 7 DAYS A WEEK FOR FAULTS AND ALARMS. LANDLORD 7 \ 4. THE DESIGN OF THE ANTENNA MOUNTING HARDWARE AND RES T r / STRUCTURAL REINFORCEMENT OF EXISTING BUILDING LEASING 54-3 / / 55-6 �% \ ROOF/FLOOR (IF NECESSARY) TO SUPPORT THE BTS OFNNAN ARICHURCH / RES. EQUIPMENT CABINETS WILL MEET THE ANSI/EIA/TIA-222-G R.F. \ \ 70 ELM STREET / / STANDARDS FOR STRUCTURAL STEEL ANTENNA SUPPORTING /�/ / � STRUCTURES AND STATE BUILDING CODE REQUIREMENTS. Zowc / 54-2 / �' N.ANDOVER, MA 01845 _ \\ 55-20 DETAILED CONSTRUCTION DRAWINGS AND STRUCTURAL COnnERC1Al / MAP 42 BLOCK 2 /, / /�' 55-18 RES. CALCULATIONS WILL BE PREPARED BY A REGISTERED C016IJ1ULTION 45.600± SQ. FT. /:' / RES. PROFESSIONAL ENGINEER AND SUBMITTED WITH A BUILDING / \ / PROPOSED '%]0' /r R' PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE A/E LEASE AREA WITHIN LOCAL BUILDING CODE ENFORCEMENT OFFICIAL. / ��//! /��" � 55-21 54-4 THE LIBRARY RODE Q RES. ' 41-15 RES. / � 5. ONCE THE FACILITY BECOMES FULLY OPERATIONAL. COMMERCIAL / \ NORMAL AND ROUTINE MAINTENANCE BY PROJECT OWNER'S 4-15 41-2 ./ Vp TECHNICIANS WILL BE PERFORMED ON A MONTHLY BASIS. '9`1 41-43 RES. �'y.\ 42-34 I 42-22 / THEREFORE, THE ESTIMATED VEHICLE TRIP GENERATION RATE ti RES. \• H PROPOSED 53'%6.8 RES. RES. / IS 2 TRIPS PER MONTH. THE AVERAGE DAILY TRIP 1 PANEL ANTENNAS, 5 \\ 'r ASASTRY N b / \ I GENERATION RATE (AOT) IS 0.07. 41-12 MOUNTED Al SPIRE A-4 ' LEVEL (TOTAL OF 4) 42-21 APRASAD RES. / 42-1 RES. / I / 6. PER FCC MANDATE. ENHANCED EMERGENCY(E911) —I j 41-46 / SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS FOR -+'�� NO 2$Q9fi Q / RES. RES. /EXISTING / WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S /i v SUBJECT f I / / IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND Q �Q / \ BUILDING ANTENNAS GENERALLY DEPICTED ON THIS PLAN, ATTACHED A "T E TO OR MOUNTED IN CLOSE PROXIMITY TO THE BTS RADIO C EXISTINGCABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE 41_44 / PROPERTY REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND. _ w4 ' RES. / .V LINE(TYP.) ti r // / / / LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRD a / SPECIFICATIONS. PR ` �� / ECT N0: 2912.022 ` RES. \ , ; / 7, ALL MEASUREMENTS ARE SHOWN IN FEET± UNLESS / 41-40 OTHERWISE NOTED. // C of 5 42-13 / r 8. PLOT PLAN MEASUREMENTS ARE APPROXIMATE AND DRAWN BY: JRK I RES. RES. 41-13 / / �G� Z0 OAj RES. RES. / Ciy GQ' 42_1442-S / BASED ON SCALED ASSESSORS MAPS AND OTHER / ES. /. a ,J1 RES. / IAVAILABLE INFORMATION. RES. / CHECKED BY: K.B. 9. ALL SETBACKS SHOWN FROM PROPOSED ANTENNAS 41_37 41-14 `-`/ / TO PROPERTY LINES ARE APPROXIMATE AND SHOULD RES. / RES'/ 42-16 / /� BE USED FOR REFERENCE ONLY. SUBMITTALS 42-12 RES. "C�'� / RES. COM 41-34 RES. KERC1AL /\ RES. PROPOSED 10'ACCES EASEMENT OVER S / / , ZONING INFORMATION / EXISTING DRIVE / / DIMENSION REOUIREMENTS: REQUIRED PROPOSED± � / 42-17 ANTENNAS SETBACKS: 42-4/ RES. / / \ / RES./ 7/ / / / FRONT YARD SETBACK: 30' 76'± REV 1 08-27-09 BUILDING PERMIT ONLY SIDE YARD SETBACK: REV 0 08-07-09 CON // REAR D 15' 122± 42-21 / / STRUCTION DRAB RES \ / RES. I / MAXIMUM ZONING HEIGHT: NA NA 41-36 \ 12 9 42-5 APPLICANT: OMNIPOINT COMMUNICATIONS, INC. THIS DOCUMENT IS THE CREATION,DESIGN, RES. 15 COMMERCE WAY. SUITE B PROPERTY AND COPYRKdNWORK OF RES. g NORTON. MA 02766 OMNIPOIM COMMUNICATIONS. U.C. ANY 4 OWNER: TRINITARIAN CONGREGATIONAL CHURCH DUPLICATION OR USE WITHOUT EXPRESS \ 72 ELM STREET WRITTEN CONSENT IS STRICTLY PROHIBITED. \ C,9 42-35 ✓' / NORTH ANDOVER, MA 01845 DUPLICATION AND USE BY GOVERNMENT 4, LAND / ZONING DISTRICT: RESIDENCE 4 (R-4) AGENCIES FOR THE PURPOSES OF 41-16 ` /y 42_6CONDUCTING THEIR LAWFULLY AUTHORIZED RES. �\ tSaj, CHURCH / EXISTING JURISDICTION: TOWN OF NORTH ANDOVER, MA REGULATORY AND ADMINISTRATIVE PROPERTY ' %/ STRUCTURE (TYPJ FUNCTIONS IS SPECIFICALLY ALLOWED. �V \/ RES. RES. / TAX ID: MAP: 42, BLOCK 2/ \ RES. \ LEGEND 42-7 SITE 42-17 � RES. � � PROPERTY LINE - SUBJECT PARCEL PROPERTY LINE - ABUTTERS 4 B Z 002 3A 42-18 \ 42-10 ./ \ �� — — — — ZONING DISTRICT BOUNDARY LINE TRINITARIAN CHURCH \ RES. 42-21 EXISTING BUILDINGS 72 ELM STREET NORTH ANDOVER, AIA 01815 42-19 \ 42-11 x%-X% ASSESSORS PARCEL I.D. NO. SOURCE: \ ANTENNA ORIENTATION KEY SHEET TITLE I. PLA MAP 04ON2.TOWN OF NORTH ANDOVER SECTOR A PLOT PLAN 30'TAX T PS02 K SECTOR B SITE SPECIFIC NOTES: NDRTN 20' SHEET NUMBER © I. SITE SURVEY HAS NOT BEEN CONDUCTED O SECTOR C PLOT PLAN 60 30 GRAPHICS 60 120 FEET KO SETETBACKS SHOWN ON THIS RµIS BASED SCALE: 1'-60' ON ABOVE REFERENCED DRAWINGS. SECTOR D 210� Cj— 1 STH 300' ABBREVIATIONS ONNIPOINT COMMUNICATIONS,INC NOTES A WHOLLY OWNED SUBSIDIARY OF AOJ ADJUSTABLE NTS NOT TO SCALE T-MOBILE USA,INC. 1.ALL DIMENSIONS SHOWN THUS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH OWNER PROPOSED a APPROX APPROXIMATE OC ON CENTER 15 COMMERCE WAY •• PRIOR TO CONSTRUCTION. 1ELOO BOARD BTS BASE TRANSMISSION STATION OPP OPPOSITE NORTON,MA 02766 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY TRUE NORTH AND \� \ 4 \\ C CONDUIT (P) PROPOSED OFFICE: (SOB)286-2700 INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. PROPOSED COAX ENTRY PORT A-3 \\ CMU CONCRETE MASONRY UNIT SF SQUARE FOOT FAX (508)286-2893 1[ 3. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND '''\ \ '\ \ \ \ CONC CONCRETE SHT SHEET INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE, COUNTRY OR LOCAL GOVERNMENT AUTHORITY. CONT CONTINUOUS SIM SIMILAR 4. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION \_ — - — CJ CONSTRUCTION JOINT STL STEEL ,r, �TUN OF RADIO ANTENNAS, TRANSMISSION LINES AND SUPPORT STRUCTURES. `-� L Dw DIAMETER TOC TOP OF CONCRETE ---m IIow0.0t:Y,-- I5.N COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL N PROVIDED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF OWNER SUPPLIED MATERIALS IS ATTACHED TO T PROPOSED \ DING DRAWING TOM TOP Of MASONRY BAY S'I'pTE THE BID DOCUMENTS(SEE ATTACHMENT K). ALL OTHER HARDWARE TO BE PROVIDED BY THE CONTRACTOR T T T T I ENTRY SFr EGB EQUIPMENT GROUND BAR TYP TYPICAL DE►SIC3•N CONNECTION HARDWARE SHALL BE STAINLESS STEEL.. A-3 EXISTING HEATER TO � PROPOSED EA EACH VIF VERIFY IN FIELD 6.ANTENNAS, SUPPORTS AND CABLE MOUNTS SHALL BE PAINTED TO MATCH EXISTING SURFACES TO WHICH IT IS BE RELOCATED 3 ATTACHED. PAINT SHALL BE SHERWIN WILLIAMS, COROTHANE 11. SURFACE PREPARATION AND APPLICATION SHALL BEPROPOSED IND001. S "- ELEC ELECTRICAL. LION UNLESS OTHERWISE NOTED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS AND PROJECT OWNER GUIDELINES. al CE11N0 A-3 I\ I OEII PWO WITH MICRO e CAEPROP DCG% 5 \I EL ELEVATION WWF WELDED WIRE FABRIC = LADDERe4Y STATE Ixs%a1,we 7. COORDINATION, LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER � SFR YOUNIED A-4 A-3 EO EQUAL W/ WITH A,eul4cb fpnws INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PNS \ c EQUIP EQUIPMENT NI ftm.PoM R1 EW el'pAK CABLE PROPOSED I DOpt 1 0 (E) EXISTING PCS PERSONAL COMMUNICATIONS Maleorapn.LLA 01752 B. EQUIPMENT WILL BE INDEPENDENTLY POWERED WITH SEPARATE METER. A-3 LADDER .�M A-4 SERVICES Pnor�SO8-229-4100 EXISTING LIBRARY IN Fos SOB-485-5321 9.ALL(E)ACTIVE SEWER,WATER, GAS, ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, �/�'\ WITH IBCILO-d THE BASEMENT EXT EXTERIOR SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL ( i S�� -PROPOSED 5 ow FF FINISHED FLOOR A-1 ANTENNA MARK NO. BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONSTRACTOR WHEN 1`rr� NSIMYRN FC FINISHED GRADE APPROVALS EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR 7'-0� THEIR WORKING CREW. CA GAUGE R PLATE LAMXM OF ALL(E) INACTIVE SEWER,WATER,GAS, ELECTRIC.AND OTHER UTILITIES WHICH INTERFERE WITH THE EXECUTION I PROPOSED a GALV GALVANIZED WILL THE WORK, SHALL BE REMOVED AND/OR CAPPED. PLUGGED CT TO THE DISCONTINUED AT POINTS WHICH0 P A-♦ GC GENERAL CONTRACTOR g AND LEASNG WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF UTILITY COMPANY EVOTFRY RACK ENGINEERING. GwB GYPSUM WALLBOARD p AT PF 11. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT, DRIVEWAY OR LG LONG GRAVEL.SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED. SEEDED AND COVERED WITH MULCH. ZONING LNA LOW NOISE AMPLIFIER 12. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING CONSTRUCTION. \ •\ _ MAX MAXIMUM CONSTRUCTION MECH MECHANICAL 13.ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND PROPOSED r-05170'-0' L1/E SPECIFICATIONS. T-NOBLE LEASE AREL MFR MANUFACTURER 14. PER FCC MANDATE.ENHANCED EMERGENCY(E911)SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS MGB MASTER GROUND BAR FOR WIRElE55 COMMUNICATIONS SYSTEMS. PROJECT OWNER IMPLEMENTATION REQUIRES DEPLOYMENT OF PROPOSEDMILD UNIT MIN MINIMUM EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY Nll TO THE BTS RAOI0 CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO 2 ED�. MTL METAL aD PROPOSED ,1� E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. VEDEDIONE SCREENING A-3 OONDENSER LEEK NIC NOT IN CONTRACT ltd OF Mgs. PROPOSEDe EQUIPMENT LAYOUT PLAN © D 2 SYMBOLS AND MATERIALS r,- Syc� SCRmilD A-3 2 ! RAMASASTRY G SCALE: i/2'�1'-0' SCALE: 1/2" = 1�-O" Q NEW ANTENNA GROUT OR PLASTER ti� SAIYAPRASAI) FrL NORTH -I L� EXISTING ANTENNAS ® GWB -4 \\\ ASPHALT � (E)CONS7RUCTION ND• N 96 NEW ACCESS EASEMENT CONCRETE IN Q` PROPOSED MALL CONDENSE! tUr BEHIND PROPOSED 1 PIIOPOBFD 0 CONCRETE EARTH RaEof` . SIONM. A-3 PROPOSED A_3 ELECTRIC BOX GRAVEL SCREnIDGENERATOR PLe B c� %n�rl 1A � RICHT POLE ® PLYWOOD DRAWN BY: JRK PROPOSED r-o5t77-0- SANA21 �A ROOMWITHIN� O FND. MONUMENT D CHECKED BY: K.B. LIBRARYON FRET FLOOR I I ® W000 CONT. f� SPOT ELEVATION J ® SET POINT WOOD BLOCKING SUBMITTALS PROPOSED WALL&DOORWAY I © REVISION 70 CLOSE OFF T-110B1E p ® STEEL EQUIP%W LEASE AREA I Cj.i � GRID REFERENCE CENTER LINE — PIADPOSFD T-MOBLECpl%GBIE$ DETAIL REFERENCE PROPERTY UNE A53 IW ACRO OF�It I - , �•---•� STEPPED FOOTING REV 1 08-27-09 BUILDING PERMIT ONLY 7D NIERS OF STEEPLE WALLS -- \ �— MATCH UNE REV 0 08-07-09 CONSTRUCTION DRAFT I $H 0 ELEVATION PROPOSED 10' i I I & WORK POINT ACCESS Ims, I t A-2 G— GROUND WIRE THIS DOCUMENT IS THE CREATION,DESIGN, OVER EXISW DRIVE PROPERTY AND COPYRIGHTED WORK OF 5 PROPOSED PANEL M"No 4 AOTAL OF 4 I I OETO COAXIAL CABLE OMNIPOINT COMMUNICATIONS.LLC. ANY F6FAp�i93 I DUPLICATION OR USE WITHOUT EXPRESS �REFUC9M EEIGO WIDOWS AT SPIRE LEVEL I I I SHF SECTIONS WRITTEN CONSENT IS STRICTLY PROHIBITED. / I h DETAILS CHAIN LINK FENCE DUPLICATION AND USE BY GOVERNMENT L---------J O AGENCIES FOR THE PURPOSES OF 1 WORK ITEM NOTE WATER MAIN CONDUCTING THEIR LAWFULLY AUTHORIZED ePROPOSED ED 71 GSM Oi'S REGULATORY AND ADMINISTRATIVE PROPOSED LiND1IDID CONDUT 3 7 A-4 AN1EMlA+ ON I FUNCTIONS IS SPECIFICALLY ALLOWED. WA-3 A-3 �S�� I � NOTES: EXISTING CHURCH J 1. CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY ACCESS ENTRANCE e3 PIA 'RtI POWFRQW0N OROUD I DISCREPANCIES BETWEEN THE HEXISTING SITE CONDITIONS AND SITE p_3 CONDLITS WIN IYIO�lUI11�AEEDD ON CF11A0 I THAT WHICH IS REPRESENTED HERE. I 2. PROPOSED DESIGN IS SUBJECT TO ANY RELEVANT 4BZ0023A I STRUCTURAL INFORMATION THAT MAY BE REVEALED UPON I EXPOSURE OF EXISTING MEMBERS. ENGINEER TO BE PRESENT TRINITARIAN CHURCH I T------ __ -- --_--__- - ----- DURING THIS PHASE OF CONSTRUCTION.----------------------------------J 72 ELM STREET NORTH ANDOVER,MA 01845 EXISTING TRINITARIAN PROPOSED MW DEMAMM ON SOUTH CONGREGATIONAL EXISTNG EATER MAIN \ \ \ SHEET TITLE INITHE BASEMENT E7LiFlL10R WALL 0►LYAItCNI \ \ \ CHURCH BUILDING PleoPosFDEIT 1MEFER wu OF SITE\\`�\\ 0 4 a 1s SITE & EQUIPMENT \ SITE PLAN 1 W WIDE-/ 0 \` .\ SCALE: 1/8'-1'-0" LAYOUT PLAN U�TLUIY�EASEAIEJT \ \ NORTH SCALE: 1/8" = 1•-0" SHEET NUMBER 1 Pam hPla \ `\ \ \ EXISTING UTILITY COMDUI`rS RUN E-3 FROM El057ID Unum POLE \ qPOLE A'542/VZ2 A- 1 OUNIPOINT COMMUNICATIONS,INC. TOPof Exlsnnc SPIRE A WHOLLY OWNED SUBSIDIARY OF ELEV. 150-0 t A.G.L. T-M080.E USA,INC. 15 COMMERCE WAY NORTON.MA 02766 OFFlCE: (508)286-2700 FATE (508)286-2893 Q MlYT- N r.Xmx rzu.*a ..c BAY STATE DESIC3'N imim W Swc 01:50L w— 241 8,A.n PoM R1 W4M Myft-,gh.MA 01752 PROPOSED EFlIBERMASS WIDOWS Pnw.508-229-4100 10 REPUG7E ELEYE5 Fpc 508-485-5321 AT SPIE IFNEl. s 5 MPROPOSEDaw Nomom APPROVALS NIIIEDA-3 A-s FIEEIWSS WINDOWS(TVP.OF 1 TOP OF PROPOSED T-#XMU ANIEPNM PER SE r P TIOUL OF 4) LOOM O aF PROPOSED T-8108-I A.All4il IES EIEV.�7 -1�0 t� 1 20K91G rnraTmlcTloN AA - -:-i ,ZH OF�9s SATYApRA qD Y�Gi2 �y/ppg 9 No.28096 m \\ PRO�4�1YOUtl1ED bN \ SIEEPIE^s EXTETTDR I I I PROJECT N0: 2912.022 I 1 DRAWN BY: JRK I I I IPROPOSED T-MOBaE_ a CHECKED BY: K.B. wx STEEPLE ON ATNICFm TO A_3 I PROPOSED TIISftff MOUTH SUBMITTALS I I I i EXISTING UTILITY POLE /542/VZ2 I � \ REV 1 08-27-09 BUILDING PERMIT ONLY I REV 0 08-07-09 CONSTRUCTION DRAFT THIS DOCUMENT K THE CREATION,DESIGN, 1 I PROPERTY AND COPYRIGHTED WORK OF -- - ....t OMNIPOINT COMMUNICATIONS,U.C. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT ,......._..___.... I .........._. I AGENCIES FOR THE PURPOSES OF REG �\ EEQUIPMENT WSE ARE b57BD CFIIlCN LENMICY ROOM FUNCTIONS 5 SPECIFICALLY ALLOWED I CONDUCTING THEIR AND ADMINISTRATIVE AUTHORIZED PROPOSED - I 2 I A 1 . I i PROPOSED I _ I OEIERATOR ;ir 2SITE BERM PA-3 VER.'ETATFdE j PROPOSED 4BZ0023A acR�>tr+G A-' TRINITARIAN CHURCH GRADE 72 ELM STREET ELEV. 0-0 t A.G.L. NORTH ANDOVER. MA 01845 ej PROPOSED UNDERGROUND POWER •7aOD CONDUITS RUN FROM E_} EXIyM any PM SHEET TITLE ELEVATION EAST ELEVATION O 4' 8' 16' SHEET NUMBER —�SCALE: 1/8'-1'-0* SCALE: 1/8" = 1'-O" A-2 ONNIPOINT COMMUNICATIONS,INC DECIDUOUS TREE EVERGREEN TREE A WHOLLY OWNED SUBSIDIARY OF GALVANIZED STEEL CONDUIT/ 19§' GALV.P1000 UNISTRUT T-MOBILE USA,INC. PVC AND ANDREWS RANGER (PAINTED COLOR OF <IF EXTERIOR. PAINTED SURROUNDINGS) 15 COMMERCE WAY _ COLOR OF SURROUNDINGS) NORTON. M ON,NA 02766 s^� OFFlCE: (508)286-2700 Y PRUNE BRANCHES & FOLIAGE BY FAX- (5D8)286-289J v t/3 WHILE RETAINING NATURAL ANCHORED V/ LAG SCREWS EXISTING WOOD--/ <2 PER UNISTRUT) CEILING/ WALL JOIST _ SHAPE OF TREE. PRUNE ALL M XTON DEAD AND BROKEN BRANCHES. (2)Y•0XI LG.HILTI HIT SECURE UNISTRUT TO EXISTING CONC.CEILING/VALE HY20 ANCHORS OR EQUAL CEILING, SEE NOTE #1 mAxTom T1cm"oL a+,K• 1/2"BLACK RELIVE. rr1 acmTaaE m BAY .STATE RUBBER HOSES TO `K•*"EpOp�Nm _ NEW 24" LONG GALV. UNISTRUT DE►S•IQ,N ENCASE WIRES 2'X 2'x 8•-0' 0 4'-0" O.C. (TYP.) STAKES vE•rxcarvoa ttavlR mscaaccT svlTal xr EKx i 3§'GALV. PI000 UNISTRUT WRAP TREE WITH TREE WRAP mluxtta lFli N0.12 WIRE (PAINTED COLOR OF FROM ROOT CROWN UP TO W/TWISTED GALVANIZED STEEL CONDUIT SURROUNDINGS) SECOND LOWEST MAIN BRANCH ENDS AND ANDREWS HANGER(PAINTED (DECIDUOUS TREES ONLY) COLOR OF SURROUNDINGS) MT SMR OE340A esC. A.eesaca.uylxxee 3 BARK MULCH 241 Boum Pod A&wap CONDUIT MOUNTING DETAIL %"0 THREADED ROD Morlt--qk MA 01752 to Z EXISTING CEILING-/ PNma:508:229-4100 SCALE:N.T.S. Foe qNe485-2,72) nXaarr cane C-3 HANGING BRACKET DEPTH VARIES TEMP 3-CONTINUOUS ACCESSORY. SPACING EARTH SAUCER FINISH GRADE AS REQUIRED BY APPROVALS MANUFACTURER. xamT—i0 a+e Io.To • LANDLORD ` TOPSOIL MIXTURE "a[auria[xExTa x.mr+m KTP«"-Ko"I+w (P) CABLE TRAY COOPER B-LINE LEAS p—Ex vmTRATim UNTIE& FOLD BACK BURLAP 12'MIN. O O MODEL #14AO9-18-144 OR EQUAL RF. 1/3 BALL HEIGHT. SYNTHETIC OR COMPACT SOIL UNDER v.•Cxwrm IN TREATED BURLAP SHALL BE ROOT BALL Cameo EDGES ZONING COMPLETELY REMOVED. x EMBED STAKES MIN. .'Sooe rKl-TE au vi NOTE #1: CONSTRUCTIONe.e-vzmvz eaoa.fixlsx ttr w -FOR WOOD CEILING, USE 1/2"0 LAG BOLT 1•-0"INTO SUBSOIL vara vleE sxealc VCu•eaemlxG aava.stn+s Nada[►RCx TOPSgI—1A/E mc.Tncs.-To'K .'or -FOR CONCRETE CEILING, USE 1/2"0 KWIK wvcL•rm a+a ITT.sue TR ,• 6"MIN. LOOSEN HARD SUBSOIL AT BASE OF HOLE ea41R BOLT III WITH 2-1/4" EMBEDMENT DEPTH. NOTE ')I+�``H OF ITI ,yq acrolccaxrT vlvlw S $: Ws m KcmewcE . ITx MMaFKrIxCR'S 1• LANDSCAPE TREES AND SHALL BE A MINIMUM OF 6•-0'IN HEIGHT WHEN PLANTED. aco.c"o"°va msT"a • • `�S (rq RrCa miER IxSll+iC vix vv`I nwnTw"IT ••gg � F?/; 2. SPECIES PROPOSED THUJA OCCIDENTALIS PYRAMIDAL(PYRAMIDAL ARBORVITAE) z+mr m Eaves- VALMONT ENTRY PANEL WITH (12) 2-1/4" PORTS - #B1118 �� ggJygPRASAD G o RASAD N CONDENSER UNIT HANGING CABLE (� 9 NO. 28096 LADDER DETAIL o a PLANTING DETAIL GROUND INSTALLATION20 COAX SENTRY PORT 4 SCALE:N.T.S. 5 / EPS SCALE:N.T.S. SCALE:N.T.S. 1 N� MAX.OLA NOMINAL V OF THROUGH ANNULAR FAL MATERIAL TYPE YIN.FKL F ONE 2'0 SCHEDULE 40 PVC PIPE TO BE CENTERED PENETRANT SPACE IN. - PROJECT N0: 2912.022 EXISTING SPIRE LEVEL EXISTING Baa" APE OR ANNULAR WTENN. RATING WITHIN FIRESTOP SYSTEM. A NOM.ANNULAR SPACE ) 12 FSP I IOD PUTTY EXTERIOR WALL CONDUIT SPACE IN..THICKNE55 HR Of 5/16"IS REQUIRED WITHIN THE FIRESTOP SYSTEM 2 1 IS 1900 SFAIANT ORNAMENT W000 STUDS APE g4 1 1/4- 2 PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES DRAWN BY: JRK CONDUIT 3/4- 13/4- I OF WALL/FLOOR ASSEMBLY ONE 2"0 SCHEDULE 40 PVC PIPE TO BE CENTERED WITHIN FIRESTOP PROPOSED 2-WO ONE 2"0 METALLIC PIPE OR CONDUIT MOUNINO PPE TO BE CENTERED WITHIN FIRESTOP ¢ 4 SYSTEM. PIPE SHALL BE CHECKED BY: K.B. SYSTEM. PIPE SHALL BE L RIGIDLY SUPPORTED ON BOTH SIDES RIGIDLY SUPPORTED ON BOTH SIDES OF WALL/FLOOR ASSEMBLY r1a PROPOSED WALL MOIRIT KR FOR OF WALL/FLOOR ASSEMBLY Z, - - k� L' z_ -N PPL LCROPLEICT PLm SUBMITTALS _ SEALANT, MIN. OF 1 1/4�THICK, APPIOVED FIO(LAL 4 FLUSH WITH BOTH SURFACES OF WALL FOR 2 HR.ASSEMBLY, 5/8• -_ PACKING MATERIAL SHALL BE A MIN. OF THICK FF; 1 HR.ASSEMBLY. A q/$• FILL VOID WITH CAULK, 1 1/2'THICK OF MIN. 6 PCF MINERAL CROWN AROUND CONDUIT WITH A FLUSH WITH BOTH SURFACES OF WOOL BATT INSULATION FIRMLY PACKED 1"MIN. LAP AROUND OPENING WALL(SEE TABLE) IN OPENING. FILL VOID W/A MIN. OF 2- SEALANT: INTERNAT•L PROTECTIVE SEALANT: 7REMCO INC. THICK OF SEALANT APPLIED FLUSH W/THE COATINGS CORP-FSP 110 PUTTY TREMSTOP-WBM TOP SURFACE OF BOTH SIDES OF FLOOR/WAL OR FS1900 SEALANT TOP OF PROPOSED ANTENAL= = SEALANT: SPECSEAL 500, 501, 502 OR 505 REV 1 08-27-09 BUILDING PERMIT ONLY (1 PER SECTOR, TOTAL_OF SEALANT BY SPECIFIED TECHNOLOGIES,INC. UL SYSTEM NUMBER: WL2038 F RATING - 1 & 2 HR. REV 0 08-07-09 CONSTRUCTION DRAFT EL.105'-0'2 AGL I UL SYSTEM NUMBER: WL1051 F RATING 1 & 2 HR. UL SYSTEM NUMBER: CAJ2057 ' - I F RATING - 2 HR. THIS DOCUMENT IS THE CREATION,DESIGN, VARIES OGR uIN. MAX. MN. MAX MM. um. F PROPERTY AND COPYRIGHTED WORK OF F { TNCX_ APE ANNULAR ANNULAR FILL MAT.FORM.MAT. RATING ONNIPOINf COMMUNICATIONS,LIC. ANY ' I 1 WALL OUs SPACE SPACE THICK. THICK. DUPLICATION OR USE WITHOUT EXPRESS F 3 3/4' 1 I/2T I/2 318' 2 1/8- 1 2 3/4- Z WRITTEN CONSENT IS STRICTLY PROHIBITED. 3 1 6 3 1 t 2 3 4 2 DUPLICA71ON AND AGENCES FOR THE BY PURPOSESOMENT FI 16 8 1 3 4 Z 4 1 2 1 1 8 2 1 8 I 3 1 2 3 CONDUCTING THEIR!AWFULLY AUTHORIZED I 4 1 6 8 4• I 3 1 2 3 GROUT ALL VOIDS 4 1 6 8 1' 2 1 2 3 REGULATORY AND ADMINISTRATIVE ' la AROUND SLEEVES w 5 7 2 1 7 2 3 8 2 1/8 1 3 1 2 3 FUNCTIONS IS SPECIFICALLY ALLOWED. SEALANT w 5 1 2 6 3/8" { 1 3 1 2 } PROPOSED PBERG ASS W 6 1 2 1 1 2 2 1 8 2 1 2 3 MOON 1O RFPIJGi[ I �. W 6 1 2 6 3 8 1 2 7 2 3 I THRO .H PENETRANTS SITE I ONE METALLIC PIPE. CONDUIT OR TUBING TO BE rx INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY I - - WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR 4BZ0023A CONDUIT TUBING TO BE RIGIDLY SUPPORTED ON _ TRINITARIAN CHURCH BOTH SIDES OF FLOOR OR WALL. _ _ NOTE: 6 ' CORE MOLE 1 1/2"LARGER THAN �" FORMING MATERIAL SHALL BE A MIN. OF - - 72 ELM STREET I THE DIAMETER OF THE CONDUIT. /�j / / NORTH ANDOVER, MA 01$45 PROPOSED FIBERGLASS CORE DRILLS TO BE SEALED WITH �j/ 1 1 2 THICK OF MIN. 4.0 PCF MINERAL - /% WOOL BATT INSULATION FIRMLY PACKED WINDOW SLL 10 W SILL4 ELASTOMERIC SEALANT. � YEYE IN OPENING, USG INTERIORS-TYPE SAF 1-6/6.1(Y•-0"L THICKNESS OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES PROPOSED SHEET TITLE �,VA4 m ' OF FLOOR/WALL (SEE TABLE),USG INTERIORS-TYPE SS UL SYSTEM NUMBER: CAd102O DETAILS a F RATING - 3 HR. PROPOSED TODDLE BOLTS W/ EXISTING WOOD FLOOR LOCK WASHERS&N= ETO0106-I w LNm CONDUIT PENETRATION DETAIL 7 SHEET NUMBER ANTENNA MOUNTING DETAIL SCALE: N.T.S. SCALE:N.T.S. 6 A-3 aYNPDUIT COYMUMCATIONS,INC �jpER M O M�oU WITH DW �SM A WHOLLY OWNED SUBSIDARY OF dDOdt DATTENr CAI T-MOBILE USA,INC. ERICSSON INDOOR DIMENSIONS ERICSSON INDOOR DIMENSIONS ERICSSON INDOOR DIMENSIONS 15 COMMERCE WAY NORTON,MA 02766 CABINET DEPTH x WIDTH x HEIGHT CABINET DEPTH x WIDTH x HEIGHT CABINET DEPTH x WIDTH x HEIGHT OFFlCE: (508)286-2700 Q INDOOR RBS 2206 15.7"x23.6"x72.8" INDOOR RBS 3206 15.7"x23.6"x72.8" ERICSSON PSC6500 16.4X23.6%75.5' FAX: (508)286-2893 4 M1XTON MAXIM TECH )LOCI.w- SIERICSSON INDOOR WEIGHT O ERICSSON INDOOR WEIGHT O ERICSSON INDOOR WEIGHT n DE�SGtN C CABINET APPROX. MAX. WEIGHT O CABINET APPROX. MAX. WEIGHT O CABINET APPROX. MAX. WEIGHT INDOOR RBS 2206 577 LBS O INDOOR RBS 3206 440 LBS O ERICSSON PBC 6500 1162 LBS 8.STAR DL 241 Be1m P441 R7.rel mwv--O.W 01732 -4100 ERICSSON INDOOR MINIMUM CLEARANCES ERICSSON INDOOR MINIMUM CLEARANCES ERICSSON INDOOR MINIMUM CLEARANCES - �-42aa55-=ii DIRECTION MIN, CLEARANCE DIRECTION MIN. CLEARANCE DIRECTION MIN. CLEARANCE APPROVALS CABINET REAR AND WALL 0" e" { CABINET REAR AND WALL 0" 0. { CABINET REAR AND WALL 0" ` OHMORD :ABINET SIDE AND WALL p" INET SIDE AND WALL 0" INET SIDE AND WALL p" LG52LG ABOVE THE CABINET 18' NOTE: ABOVE THE CABINET 18" NOTE: ABOVE THE CABINET 18" NOTE: PF. FASTEN CABINET TO FLOOR WITH X"*LAG FASTEN CABINET TO FLOOR WITH)6"0 LAG FASTEN CABINET TO FLOOR WITH Yi"a LAG _ BOLTS(2Y-MIN. EMBEDMENT. SHIM AS IN FRONT OF THE CABINET 40" BOLTS(2Y4-MIN. EMBEDMENT. SHIM AS IN FRONT OF THE CABINET 40" BOLTS(2Y4"MIN. EMBEDMENT. SHIM AS ZONNG IN FRONT OF THE CABINET 40 REQUIRED. BLOCKING UNDER CABINETS AS REOUIRED.) REWIRED. BLOCKING UNDER CABINETS AS REQUIRED.) REOUIRED. BLOCKING UNDER CABINETS AS REOUIRED.) ERICSSON RBS 2206 ERICSSON RBS 3206 ERICSSON PBC6500 { EQUIPMENT CABINET EQUIPMENT CABINET 0 2 EQUIPMENT CABINET 3 A/E SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. H OF �qsS 9� R.AMASASTRY yG SATYAPRASAD (n No.28 96 c4 /ST E911 GSM ANTENNA DIMENSIONS:15"H x 2"0 PROPOSED GSM PROJECT NO: 2912.022 ANTE KA CONTELCO 14" PMT/BSDO18U8 EgliDIME GPS ANTENNA DRAWN BY: JRK PROPOSED GPS ANTENNA T DIMENSIONS: 7'H x!lV CHECKED BY: K.B. h U-BOLT PART/30661`33 ANTENNA AMPLIFIER SUBMITTALS (2 PER ANTENNA) U-BOLT PMT/3066T32 DIMENSIONS: PROPOSED MOUNTING BRACKET 13"H x 6'W x !'D TP PART J FO-06-1342-00 I I RET(1 PER ANTENNA) I� DIMENSIONS: I X11 REV 1 08-27-09 BUILDINGPERMIT ONLY 3.5H x 4'W X 2"D 11111 REV 008-07-09 CONSTRUCTION GRAFT PANEL ANTENNA DIMENSIONS: 72"H x 13.51W x 4"D THIS DOCUMENT IS THE CREATION,DESIGN, PROPERTY AND COPYRIGHTED WORK OF GENERAL ANTENNA DUP a O OR COMMUSE WWITHHOUIONS.TEXPRESS GPS ATTACHMENT DETAIL DIMENSIONS WRITTEN CONSENT IS STRICTLY PROHIBITED. SCALE:N.T.S. SCALE:N.T.S. DUPLICATION AND USE GOVERNMENT AGENCIES FOR THE PURPOSES Of CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. SITE 4BZ0023A TRINITARIAN CHURCH 72 ELM STREET NORTH ANDOVER. MA 01845 SHEET TITLE DETAILS SHEET NUMBER A- 4 1 ELECTRICAL LEGEND OMNIPOINT COWAUN1CAPONS INC. PROPOSED - A WHOLLY OWNED SUBSIDIARY OF PPC 12V EXTERNAL ALARM PROPOSEDWIN!!WIN!! AEW PANEL BOARD.SURFACE MOUNTED T-MO&LE IDSA'INC. CIRCUIT IN 3/1' CABLET ®206 EXISING PANEL BOARD.SURFACE MOUNTED 15 COMMERCE WAY 'lam-'lP NON-METALLIC (1W) NORTON,MA 02766 I CONDUIT e . ORY TYPE IRANSfORINR /-(12)012•(1)/120 N 2'C D METER OFFICE: (508)286-2700 FAX (508)286-2893 ORCUIT BREAKER 1011r2P I cy NOR-FUSIBLE CT SWITCH MOUNTED 54*A.F.F. cry FUME DISCONNECT SWITCH,MOUNTEDSA'AF.F. M XTON 10M71' TRANSIENT VOLTAGE SURGE SUPPRESSOR NTH ��TCO OG'•A'G ® TRANSIENT FUSES,SURFACE MOUNTED DAY STATE 10Ar}P ® DUPLEX OUTLET,SURFACE MOUNTED, DE.SIC3N 20 AIMS,125 VOLTS SINGLE PHASE iRl1-t► I (12)/12 h(1)/120 N 2-C O J JUNCTION BOX,SURfAtE MOUNTED 18'Af.i. PROPOSED EXPOSED WWNG 1BA-1! � �� HOME RUNS,MIMMUM 2110 i 111OG N 3/4' OAT!TATE O[BWiA II(G CONDUIT U.". 1. PPC 70 SE NORRERN TEDNIOI.00ES COI11111NYpN AD/TELCO OVOIET W MAN AF.F. ABOVE FLASHED FLOOR 21�an Pam Ra.WIe1 /� 9h.MAL 01752 MODEL NO.CS2S2-W738,WtIN SUIIJ N TRANSFER SWRCII.OENEPAIOR�a U.O.N UNLESS OTHERWISE NOTED 508-229-4100 1RIt-7P FACIE AM 7VSS OR RS EWMALENT. WP WEATHERPROOF F� 3W-sea-&Wl I -EDI 2. ALL UTILITY RIMS SIOLL SE COORDOWED WRIT T-MOBLE CONMUCIION MMNOM AM OR GROUND FAULT INTERRUPTER RESPECTIVE UMM COIPAES•UiLITY COMPANY 70 ASSESS THE CAPAp1Y OF DE FJOSIND PROPOSED AN AEE SERNOE AT MM POLE/4Va-2.AND UPORM E IE NECESSARY 70 A �� APPROVALS 4CA-a I ow ADOOMMOME AN AODRIOIML 200A 120/24OV.14.REWIRED FOR 7!E T-MOBILE CELLAR V VOLT AC SffE' KWH KILOWATT-HOUR LANDLORD I 201H1P ( 3 PROPOSED SERVICE RISER To INCLUDE ROB VERIICJIL SWEP MEni DRO LINE 70 SUPPORT C COaDT L - - - - A/N1 EIECIRICAL SERMCE A r ROS RISER 70 IXIENO 20'0'A.F.C. FASIEM CON IXW 70 POLECIRC GALVANIZED RIpO CONDUIT PER MM REAUR�]EMS AND PMIOVDE CONDUCTORS WITH SUFFICIENT LEIIOTH TO ATTAp1 sEIMCE 70 THE UTILITY SECONOW 7 UGH A WE40FEER iiA AND WRH A DRP LME 7IE URRY G GROUND pl WILL ANO=7E RYIL OONflEI=NS. RI. I PER NEG MS_ 1 GROUND7HE PROPOSED TOM RlSEIlt 10 INCLUDE mo. 4. TELOO SERVICE.COOLIOMM7E AND VERFY MIIH 7FE URIIY COMPANY.THE T MOBLESWEEP WON 011Ma LINE TO E T oCADWELIGL CONNECTION ZOt�RG MOB MASTER GROUND BAR _ 1. CONTRACIOIt 10 PROVDE(�)181 2P CNCILT BRENOiRRS(BOLIAIE D OR OOIWIRUCWN MNNAOEI4 AND WE BULDBIO ONM TWIT COMM FROM THE UMUY POLE oMECWWICAL CONNECTION CONSTRUCTION )642 6 THE BEST ORION FOR TLE T-YOBIE TE1C0. ECB EQUIPMENT fiRWNO BM IN L EplNl�FOR(P)RBS 3 R BRAIICII CLICUR 70(4)NEM ® GROUND COPPER VIRE.SI E AS NOTEDDNNECnON LB-1BR RECFPDICIES IIOIIdOU NIED N.Ml1LCIlON BOOL F1i0UEE(4)NDN A OONIRICIOR 70 PRCNE[AND BISTRO001,%A 2012O/2eo1,METER SOCNOiT QEBVK on '� LB-15111 P1UOS,DON WITH A 10'14/3 SI OOTID FOR CONECIION 10 EIXK)WIRL A=%2P.CNOUT BREBER DMOON EUr CISMAK D OR TDIMLj. TIE RIBS EQUIPMENT. 6. WIRING 5 I�7E1 AD FIECIRIC SERNCE COM PONIS /1490EB117 COAXIAL CABLE F,P` q`Si(',9 ONE UNE DIAGRAM RE>MIRE ENM ANO BACIa7PROES WIM L&uMY COIPNJES. S/e'.8'COPPER CLAD SIAINIESS STEEL GROUND ROD ) GX 6 . o RAMASASTRY y SCALE:N.T.S. -EXOTHERMIC tGOVE)D)Oto MECHANICAL N � trnlPrtEUIDx TYPE)tatEcnoM 5 SATYAPRASAD PPC PMR PROTECTION CABINET 01N1•DIRECTIDIML ELECTRONIC IVAMR SYSTEM(ENS)BALL v No.28096 c i 9 p ELECTRICAL AND GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL F S \ ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES. am*m�J 2. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER P'OWE7t / NE1 111LRY SPECIFICATION REQUIREMENTS. #"VVZ-2 PROJECT NO: 2912.022 3. THE ELECTLABORWORIC INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL YgRI(TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. DRAWN BY: JRK 00 I. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS RESPONSIBLE FOR oBTAIM14G SAID PERMITS AND COORDINATION OF INSPECTIONS. CHECKED BY: K.B. a. ELECTRICAL AND TELCO WRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC(AS PERMITTED BY CODE)AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALUC CONDUITS. SUBMITTALS 6 BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. (P�__7E1UC0 I E FERW BUIDND DUAL KRONOR KRONOR FAUPMENT ROOM------------ -------- -- 0011 4) I i 7. ELECTRICAL WRING SHALL BE COPPER WITH TYPE XHHW.THWN.OR THHN (Pj (1ZJ)12 APO. (� )12 ANO, 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION )120, 2Y Ci 70 2# 1�C. POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. S OF D 11 4 lUb-IBR I PROVIDEFULL LENGTH PULL ROPE.COORDINATE INSTALLATION WITH UTILITY I I 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY IAMARCAIIN PBM 1 (NOTE 4) 1 PFR CARNET AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CARNET AS INDICTED REV 1 08-27-09 BUILDING PERMIT ONLY PROPOSED 200A ON THIS DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO REV 0 08-07-09 CONSTRUCTION DRAFT SUILDINIII EXTERIOR CONDUIT.PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. W/200A CnL'lMT I t0. WHERE CONDUIT BETWEEN BTS AND PROJECT OWNER CELL SITE PPC AND BETWEEN BREAKER I BTS AND PROJECT OWNER CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND D6CONFLT USE PVC.SCHEDULE /0 CONDUIT. ABOVE THE GROUND PORTION OF THESE THIS DOCUMENT IS THE CREATION,DESIGN, CONDUITS SHALL BE PVC CONDUIT. PROPERTY AND COPYRIGHTED WORK OF 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL)AVE NEMA 3R ENCLOSURE. OMNIPOINT COMMUNICATIONS,I.I.C. ANY M � ",,IQB 12. PPC SUPPLED BY PROJECT OWNER. DUPLICATION OR USE WITHOUT EXPRESS WRITTENAGENCIES ANDENT LUFOR ET BY GOVERICTLY RNMENT NMNTPROHIBITED. 13. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY.GROUNDING. DUPLICATION AND USE BY GOVERNMENT BONGING AND LIGHTNING GROUNDING STN SHALL BE DONE IN ACCORDANCE WITH PPA' -f-MOBILE BTS SITE GROUNDING STANDARDS'. CONDUCTING THEIR LAWFULLY AUTHORIZED y,R�� (P1 B� i REGULATORY AND ADMINISTRATIVE I A.�V 1 R� W DI. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS FUNCTIONS IS SPECIFICALLY ALLOWED. (P)a1_#3/0 AMT. I COAX CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. rRGS^ I IS USE/6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE lawI GRADE GROUNDING(UNLESS OTHERWISE SPECIFIED)AND N2 SOLI TINNED BARE 1 COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. SITE 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE ..__....._...._..L.........._.__._..._. - CONNECTORSOR NTACT LD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER L 2.TamZ I WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 4BZ0023A JT 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PAIN TRINITARIAN CHURCH _______ -J G Rq�pQ POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER MMI. BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12"RADIUS BENDS./6 WIRE 72 ELM STREET ('j)% N 4 gPVC CAN BE BENT AT 6' RADIUS WHEN NECESSARY.BOND ANY METAL OBJECTS WITHIN NORTH ANDOVER, MA 01815 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR 2 ROPE 1 GROUNDING RING. Ill CONNECTIONS TO GROUND BARS SMALL BE MADE WITH TWO HOLE COMPRESSION E-3 (P)(3) /D ARI.)2R E� TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. SHEET TITLE MAL SCII e0 PVC 19. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND TYPICAL AT EACH 0101E 2) CONNECTIONS. TRANSITION 20.CONTRACTOR SMALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER ONE-LINE & POWER SYSTEM (EMS)BALLS OVER EACH GROUND ROD AND BONDING PONT BETWEEN POWER RISER DIAGRAM EXISTING TOWER/ MONOPOLE GROUNDING RING AND EOUIPMENT GROUNDING RING. RISER DIAGRAMS 2 21.CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR SCALE:N.T.S. PROJECT CLOSE-OUT DOCUMENTATION.A RESISTANCE OF S OMMNS OR LESS IS REQUIRED. 22. CONTRACTOR SHALL CONDUCT ANTENNA COAX.AND LMA RETURN-LOSS AND SHEET NUMBER DISTANCE-TO-FAULT MEASUREMENTS(SWEEP TESTS)AND RECORD RESULTS FOR PROJECT CLOSE OUT. E- 1 OMNIPONT COMMUNICATIONS,INC A TNOLLY OWNED SUBSIDIARY OF BETSTEEPLE ANTEN M MOUMF T-MOBILE USA,INC 1.YA7 glum VIII ROItQAl11T1L DISTMICE 100 FEE n L191wp=PE NOTE:CAUSECOAXIALCABLE GRE GADD171 10 NOT BY �LD FEET. AMENA OIiFEi COPPER MUST 8E USED N15 ORTON.MA�WAY 02766 �&IOIWIOINL NITS AS RF>alJ•iED BY fE1D �p) OFFICE: (508)286-2700 UPPER q08 CP M FAX (508)286-2895 EN M IXTON 1< . HAY STATE DE►4IC3N DULDM INTERIOR 8x7 STATE OE ck WC. ArdxT4[q Ggwx 241 am.Pa41 R0.W40 Mwltw-vk W 01752 T-YOBIE E7OlIP1EI1F ROOM Q �2 AWO OREflI Ph500-229-4100 _ —— A�p ---_ E61A�OtD OOPPER Toe 500-485-SMI ��71L►7ED R� `� C� GRotINDEa T1MD ——_——@"' MDIs(GDWED DOWN --------- LEAR]B AIO CONEIA APPROVALS .-- —/s GREEN wsuum I I TO STREET sm OP MN I C i/ CLAIIV T OPPEit(2 m GB 7Y� i i TTtA7EMAINSM 40� @OF G =m lb70 IAxOLOAD STREET SCE WATER MAN VASMC 3mms206 Dal PPO 1 ZOMMG BASEIElR LEVEL cr vn LEGEND � 1 sl>rncE GR PER NEC N[3r A LIGHT FIXTURE - SURFACE MOUNTED 1'x4 - 2 LAMP FLUORESCENT LIGHT FIXTURE UTHONIA CAT/ LB480A720E5 OR EOVAL. FIXTURES TO BE COORDINATED WITH CABLE TRAYS AND DUCTS(TYPICAL OF 3) � B EMERGENCY LIGHTING - WALL MOUNTED(8'-0-AFF)BATTERY UNIT - LIGHT ALARMS CAT/ 2P02/L25 OR EQUAL UNIT WIRED >'Q,�.`H OF k4S GROUNDING RISER DIAGRAM TO UNSWITCHEO HOT LEG OF LIGHTING CIRCUIT SCALE:N.T.S. C SMOKE ALARM - EDWARDS SIGNALS IONIZATION SMOKE DETECTORS - 2420 OR EQUAL TIED INTO EXISTING BUILDING FIRE RAMASASTRY SG ALARM SYSTEM SATYAPRASAD m No.28 O i \ \ \ I IV \ \ \ (p)COAX ENTRY POW � ��, PROJECT N0: 2912.022 _ \ (P�./2_-AYAi OREDI .(p)PPO/mw \. x7- `7- ((F) DRAWN BY: JRK CHECKED BY: K.B. /s AM IIREF►i TNSUNMED SUBMITTALS copm (2 PERGLINET7YP�\ - - - - - - - - - - - - - - - - - - -cG1c EMIEY PORT — — RLM GN Cp1)ID (p)30 LTg I I REV 1 08-27-09 BUILDING PERMITONLY I ANG OOAX CME I ` (P)COAX GRE LADDER I REV 008-07-09 CONSTRUCTION DRAFT NA LADDER ....._. ._; ��2 AMq GREEK NMI SIFD ' AMO IMSU AIED GROUNDING GROINDH" \ (1" I THIS DOCUMENT IS THE CREATION,DESIGN, TT (P�2200 S I I B I PROPERTY AND COPYRIGHTED WORK OF OMNIPOINT COMMUNICATIONS,LLC. ANY I I DUPLICATION OR USE WITHOUT EXPRESS F I WRITTEN CONSENT 5 STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT I' SOC I ! AGENCIES FOR THE PURPOSES OF F CONDUCTING THEIR LAWFULLY AUTHORIZED II REGULATORY AND ADMINISTRA71VE I i FUNCTIONS IS SPECIFICALLY ALLOWED. PBC--0000 � CONII AUM 70 MT EOS'IND / ADORMWBE HARM SYSID0 SITE I. I 48O0 FTRINIT RYAN 2CHURCH II A I � IXISTING LIBRARY IN I' I THE BA8EMENT 72 ELM STREET NORTH ANDOVER, MA 01845 `--- ---� -------� �arm RTDcePpCLE(TW) CP)HOC CONDERSEI 7-17 ' \ SHEET TITLE \ —\ —\ \ \ M WAG COMMsER GROUNDING RISER � DIAGRAM & \\ AM �r-oxlo'-w -MOLLE EQUIPMENT LAYOUT SHEET NUMBER EQUIPMENT LAYOUT AND GROUNDING PLANE-2 SCALE:N.T.S. OMNIPONT COMMUNICATIONS.INC A 1WiOLLY OWNED SUBSIDIARY OF T—MOBILE USA,INC 15 COMMERCE WAY NORTON,MA 02766 OFFICE: (508)286-2700 FAX (508)286-2893 J FLEXIBLE LIOUID-TIGHT T CONDUIT(EXCEPT AT LOAM AREA PAVED AREAMETER BASE,USE IGS) TWO COURSES OF 1-1/2' � FROM ECB (WHEN SHOWN ON M XTON BITUMINOUS PAVEMENT GROUNDING RISER DIAGRAM)� tto400�04Y�G E 6 ML YELLOW WARNING TAPE FINISH GRADE 'HIGH VOLTAGE" FINISHED GRADE BAY STA'T'E SAW-CUT TO STRAIGHT EVEN ;o SPAREST EDGE BEFORE PAVING `(/ DESIC3N 8"GRAVEL BASE ANDREW �i UGBKIT2 0 bt'tSfArE� Z 5CIA W. 12"6 ANTENNA MOUNT GROUND TO GROUNDING KITS An t,0.0— 7 R COAX CABLE 241 OMm Pug R0.Wal COMPACTED BACKFILL �O GROUNDING KITS Pt-SM.-L�011000 ii 8"MIN. _ RICID STEEL p 0 Ol O fore X08-4115-D321 COMPACTED PROCESSED T T E GRAVEL- 4"MIN.ON ALL CONDUIT '1• m` APPROVALS SIZ3'PVC SCHEDULE 40, PVC CONDUIT o 1-0 COUTINDUITS ITY S FOR RSERVICESNEW ON ELAYOU SAS OW" CADWELD O CADWELD LEASING RIGID STEEL TO TO GROUNDING TO GROUND RING PVC ADAPTER RING (LOWER EGO) AT GROUND ROD lu• O MINING UGBKIT OR BURIED CONDUIT DETAIL um: HOLE ANDREWPATTERNAND STANDOFF TH SCALE:NTS CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF CONDUIT STUB-UP. EQUIPMENT INSULATORS AND MOUNTING CONSIIp1CIlp1 GROUND BAR (EGB) CADWELD BRACKETS AS SHOWN A/E CONDUIT STUB-UP DETAIL TO GROUND RING AT GROUND SCALE:N.T.S. 2 ROD 7RAMASA $GALE:NSMASTER �GROUND BAR MGBSTRYPRASAD N SCALE:N.i.S. �' - rTl J �-1 v 9 No.28096 O o STE Q PROJECT NO: 2912.022 DRAWN BY: JRK CHECKED BY: K.B. SUBMITTALS 4 0) z EXISTING ATTIC SPACE REV 1 08-27-09 BUILDING PERMIT ONLY STAINLESS REV 008-07-09 CONSTRUCTION GRAFT STEEL HARDWARE 7/16" 3/4 ° ° 2 o ° o COMPTWO RESSION TE o 0 o ° o o 0 0 0�o o o THIS DOCUMENT IS THE CREATION,DESIGN, CLEAR HEAT-SHRINK 0 0 ° y o ° PROPERTY AND COPYRIGHTED WORK OF 3 ®', o}' O OMNIPOINT COMMUNICATIONS. LLC. ANY INSULATION EXTENDING 0 o 1 • KOPR SHIELD I-(MIN) DUPLICATION DR USE WRHWT EXPRESS 1/4"OVER LUG AND 2- o E3 /2 AwG(wSUlATEO fxtEEN OVER CABLE INSUATXX7 WRITTEN CONSENT IS STRICTLY PROHIBITED. 1 S/S NUT HEAT SHRIINK 1/6�(YINJ 4'(YIN) COPPER SfRl1N0E0 WIRE TYP.) DUPLICATION AND USE BY GOVERNMENT AGENCIES FO THE SES OF GROUNDwG CABLE A — ! S/5 LOCK WASHER `aE�) -- ------- DOUBLE CWMP'O'TAP(TYP.) uREGULATORY FKALLYOALLOwE�D.ED GROUND BAR A / \ _F .ELEVATION LEGEND f-"—— I ,COPPER INSULATED2 AWC SOUO wmE(TYPE) Mi MASHER,ttP. MT WASHER,TYP. 1- COPPER GROUND BAR, 1/4"X 4"X 20", — — I I h 3/8'.1-1/i HEX BOLT LOCI(WASHER TYP. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION --------S L SITE NUT.TYP. 2- INSULATORS 3- 5/8'LOCK WASHERS WILE"O.C.r HARNESS \\ COPPER BUS OO NCI HEAT SHRINK a 2.-D.G. YP. 4BZ0023A A- WALL MOUNTING BRACKET \—S/$LOCK WASHER OSCOMrtc 5- 5/8-11 X 1"H.H.C.S. BOLTS (CLEAR) TO GROUNDING TRINITARIAN CHURCH EXPOSED BARE COPPER TO BE GROUND BAR S/S BOLT BUS BAR 72 ELM STREET LABEL NORTH ANDOVER. MA 01845 KEPT TO ABSOLUTE MINIMUM, ND INSUTALK)N ALLOWED WITHIN TME COMPRESSIONTERMINGROUNDING CABLE GROUNDING - STANDARD (ERMINOTES: TYPICAL HALO GROUND SECTION A—A DETAIL GROUND BAR CORNER DETAIL SHEET TITLE �% SCALE:N.T.S. i. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, q CJ 1. 'DOU&1NI;UP"OR'STACKING"OF CONNECTION 5 NOT PERMITTED. COAT ALL SURFACES NITM KOPR-SHIELD BEFORE MATING. SCALE:N.T.S. is D�`iHIBI �ROM UPPER GB.LOWERR`ELO RANO MMc8. ELECTRICAL DETAILS 2.FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON 100TH WASHER TYPICAL GROUND BETWEEN LUG AND STEEL,COAT ALL SURFACES WITH KOPR-SHIELD. BAR CONNECTIONS DETAIL 5 SCALE: N.T.S. GENERAL LUG DETAIL SHEET NUMBER SCALE:N.T.S. 0 I E-3 OMNIPONT COMMUNICATIONS,INC. A WHOLLY OWNED SUBSIDIARY OF T-MOBILE USA,INC. I 15 COMMERCE WAY TOWN OF NORTH ANDOVER NORTON,MA 02766 TRINITARIAN CHURCH " ` ' 2700 FIRE DEPARTMENT FAX (558)288-2893 72 ELM STREET POLICE DEPARTMENT TVIxrolV NORTH ANDOVER, MA 01845 MAX" 'W_ DEPARTMENT OF PUBLIC WORKS BAY STATS SITE NUMBER: 4BZ0023A ZONING BOARD D c}N SITE TYPE: STEEPLEan$IVE DESIOK W_ 241 Bata Pat R6 W d Madb-Wl%MA 01752 P.506 P -229-4100 Fmc 608-465-6321 T-MOBILE TECHNICIAN SITE SAFETY NOTES PLANNING BOARD APPROVALS 1 LOCATION SPECIAL RESTRICTIONS LEASING SECTOR A ACCESS NOT PERMITTED SECTOR 8: ACCESS NOT PERMITTED SECTOR C: ACCESS NOT PERMITTED ZONING GPS/LMU: ACCESS NOT PERMITTED CONSTRUCTION RADIO CABINETS: UNRESTRICTED a � PPC DISCONNECT' UNRESTRICTED MAIN CIRCUIT D/C: UNRESTRICTED47�'�,\. ,9 vr NIU/T DEMARC: UNRESTRICTED OTHER/SPECIAL• NONE RAMASASATYAPRgSAD N GENERAL NOTESVICINITY9 No.28096 MAP NOTTIDBCALE © SHEET INDEX PROJECT SUMMARY A � s Pio ' SHTDESCRIPTION REV. SITE NUMBER: 4BZ0023A . N0. NO. 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL ARCHITECT/ENGINEER,THE STATE, COUNTY OR LOCAL GOVERNMENT �, fi T-1 TITLE SHEET 1 LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY AUTHORITY. z �' .- 14 .�' rr}a - SITE NAME: TRINITARIAN CHURCH PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, o P ECT NO: 2912.022 AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE 12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT �rA Ise "'"e•,.t' SITE ADDRESS: 72 ELM STREET PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING MATERIALS PLOT PLAN 1 N. ANDOVER, MA 01845 -1 AND THE MATER S INSTALLED SHALL BE IN STRICT ACCORDANCE WITH CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL ,/ �?�, s� �'� �� `� DRAWN BY: JRK ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION3°ter `Z p �+t }� ' ON OR ABOUT THE PROPERTY. x? +f' ASSESSOR'S MAP 42 LOT 02 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN ,ir , _ °h 4r +' 4; A-1 SITE & EQUIPMENT LAYOUT PLAN 1 PARCEL NO.: CHECKED BY: K.B. THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE 13.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND ,;,"^s„ ,:�+" '.h �+ �; r' OF WORK.THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, z .�' _ t c°'t;T � ,,, CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS y ,y; tai i 'J __?5a ZONING DISTRICT: RESIDENCE 4 (R-4) SUBMITTALS OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN 3i COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY j�� 'g1~ s �' A-2 ELEVATION 1 THE INTENT OF THESE DOCUMENTS. NATURE °F�, -� `.*, CONSTRUCTION TYPE: CHURCH 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF 14.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS NOTIFYING (IN WRITING) THE LESSEE REPRESENTATIVE Of ANY THEY APPLY TO THIS PROJECT. 1, ' A-3 DETAILS 1 PROPERTY OWNER: TRINITARIAN CONFUCTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF ° -yi, `, CONGREGATIONAL CHURCH CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT 15.THE CONTRACTOR SHALL NOTIFY THE LESSEE REPRESENTATIVE WHERE A x ,� t>Y _ NORTH ANDOVER, MA 0184 OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE ',fir '�? h A-4 DETAILS 1 OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION 1.-0'1--. BUILDING PERMIT ONLY OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY ° *V"o 4a .# , ; APPLICANT: T-MOBILE USA, INC 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, THE LESSEE REPRESENTATIVE , 15 COMMERCE WAY CONSTRUCTION DRAFT EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED16.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, E-1 ONE-LINE do POWER RISER DIAGRAMS 1 NORTON, MA 02788 NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION PROPERTY LINES, ETC. ON THE J08. DO NOT SCALE DRAWINGS ELECTRICAL ENGINEER: BAY STATE DESIGN THIS DOCUMENT IS THE CREATION,DESIGN, OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE 17.ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM PROPERTY AND COPYRIGHTED WORK OF SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD.THE GROUNDING RISER DIAGRAM d[ OMNIPOINT COMMUNICATIONS,U.C. ANY FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD CONTRACTOR SHALL VERIFY ALL PLANS AND E-2 EQUIPMENT LAYOUT 1 CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL WRITTEN CONI N USE STRICTLY EXPRESS EXISTING DIMENSIONS AND CONDITIONS ON THE LWtfITEN CONSENT 6 STFLICILY PROHIBITED. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY JOB SITE AND SHALL IMMEDIATELY NOTIFY THE DUPLICATION AND USE BY GOVERNMENT CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY EXCAVATION ACTIVITY. DIG SAFE SYSTEM (Mk ME, NH, RI,VT): T-MOBILE REPRESENTATIVE IN WRITING OF AGENCIES FOR THE PURPOSES OF DEFINED BY THE CONSTRUCTION DRAWINGS/ CONTRACT DOCUMENTS. 1-888-344-7233 CALL BEFORE YOU DIG (CT): 1-800-922-4455 DISCREPANCIES BEFORE PROCEEDING WITH THE E-3 ELECTRICAL DETAILS 1 CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS 18. PER FCC MANDATE, ENHANCED EMERGENCY(E911) SERVICE IS WORK OR BE RESPONSIBLE FOR SAME. NOTES FUNCTIONS IS SPECIFICALLY ALLOWED. ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS REQUIRED TO MEET NATIONWIDE COMMUNICATIONS SYSTEMS. PROJECT OOWWNERDS [IMP WIRELESS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES ON REQUIRES THE FOLLOWING SHEETS ARE USED ONLY FOR FEDERAL 1.PLAN INFORMATIOLI WAS OBTAINED FROM A PIAN ENTITLED TAKE PRECEDENCE, DEPLOYMENT OF EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON REGULATORY COMPLIANCE UNDER FCC AND OSHA '4e2-00023A,7RRATAPoNI CHURCH'DAZED 11/19/08.PREPARED BY THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE SPECIAL NOTES STANDARDS. BUILDING CODE LIFE AND SAFETY H1DSON DESIGN 'U.C. SITE 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION BTS RADIO CABINETS.THE PROJECT OWNER RESERVES THE RIGHT TO PROVISIONS ARE NOT APPLICABLE AND THEREFORE 2.A METES AND BWN106 SURVEY WAS NOT CONDUCTED BY DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND LOCATION BAY SLATE DESIGN INC. ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. THESE SHEETS HAVE BEEN OMITTED FOR STATE/LOCAL PERSONNEL INVOLVED WITH THE PROJECT. PERMRTING AND CONSTRUCTION CONTROL 4BZ0023A 19. CONTACTOR SHALL PERFORM ALL WORK ON PAINTED SURFACES IN SPECIAL NOTES: 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT ACCORDANCE WITH APPUCABLE FEDERAL, STATE, AND LOCAL RULES, 1. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO EME-1 RF�EME SAFETY PLAN O TRINITARIAN CHURCH DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE LAWS, OR REGULATIONS, INCLUDING BUT NOT LIMITED TO OSHA SECTION PROTECT EXISTING CLOCK COMPONENTS DURING 72 ELM R. MA 01845 A FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES 1926.62 - LEAD IN CONSTRUCTION CONSTRUCTION. THESE SHALL INCLUDE, BUT NOT BE NORTH ANDOVER. M AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE LIMITED TO, CONSTRUCTION OF PROTECTION WORK UNDER THE CONTRACT. 20. CONTRACTOR, THROUGH A STATE AND FEDERALLY CERTIFIED ASBETOS DEVICES/COVERS/FRAMING TO LIMIT THE POSSIBILITY OF EME-2 RF/EME SIGNAGE PLAN 0 INSPECTOR, SHALL COLLECT ROOFING MATERIAL SAMPLES IN THE AREA DAMAGE TO COMPONENTS DURING INSTALLATION. THE 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL OR AREAS OF INTENDED ROOF PENETRATIONS)TO QUANTIFY THE CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE SHEET TITLE NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND PRESENCE OF ASBESTOS. BASED ON THE RESULTS OF THE SAMPLE THAT MAY OCCUR DUE TO CONSTRUCTION EME-3 RF�EME SIGNAGE BOM 0 MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL ANALYSIS, CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE IMPROVEMENTS AS SHOWN HEREIN. WITH LOCAL, STATE, AND FEDERAL LAWS CONCERNING ASBESTOS, P2.ROPOSED FOR REMOVAL VERSBE BOARDS/PANELS TITLE SHEET INCLUDING BUT NOT LIMITED TO OSHA REGULATIONS CODIFIED UNDER 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 29 C.F.R. 1910 ET. SEQ.AND EPA REGULATIONS CODIFIED UNDER 40 IN ORDER TO PREVENT DAMAGE TO THESE PANELS; THE EME-4 RF/EME CALCULATION PLAN 0 AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE CFR PART 61, SUBPART M - NATIONAL EMISSION STANDARDS FOR PANELS WILL BE STORED ON-SITE AT THE CHURCH; AND ASBESTOS THE PANELS WILL BE REINSTALLED BY THE PROJECT PROPONENT WHEN THE USE OF THE ANTENNAS IS SHEET NUMBER DISCONTINUED. T- 1 NOTES: / OMNIPOINT COMMUMCATIONS,INC. 1. PLOT PLAN IS NOT THE RESULT OF A SURVEY. IT IS BASED \ A WHOLLY OWNED SUBSIDIARY OF ON FIELD MEASUREMENTS AND SCALED ASSESSORS MAPS. ALL T-MOBU USA,INC. INFORMATION SHOWN IS APPROXIMATE ONLY AND SUBJECT TO GENERAL NOTES ANY CONDITION THAT A SURVEY MAY REVEAL. 15 COMMERCE WAY 2. ALL SETBACKS SHOWN FROM PROPOSED ANTENNAS TO 1. THE TYPE, DIMENSIONS, MOUNTING HARDWARE, AND NORTON,MA 02766 EXISTING PROPERTY LINES. POSITIONS OF ALL PROJECT OWNER'S EQUIPMENT ARE OFFICE: (508)286_2700 SHOWN IN ILLUSTRATIVE FASHION. THESE DRAWINGS ARE NOT 3. CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY INTENDED FOR CONSTRUCTION. ACTUAL HARDWARE DETAILS FAX (508)286-2893 DISCREPANCIES BETWEEN THE EXISTING SITE CONDITIONS AND AND FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM WHAT IS THAT WHICH IS REPRESENTED HERE- SHOWN. 55-50 RES. 2. THE PROJECT OWNER'S PCS FACILITY IS AN UNMANNED /E// PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY �I�YYYYYTXIO/Vw/ ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE w fc.tto+�0aocr,Mc X44 MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT BAY S"�'A' 7 GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER BAY STATE ADA REQUIREMENTS. / 3. THE PROJECT OWNER'S BASE TRANSMISSION STATION RES. (BTS) CABINET IS A VANDAL RESISTANT STEEL CABINET \ / CONTAINING RECTIFIERS. AMPLIFIERS, RADIOS,AND OTHER / \/ INTEGRATED ELECTRONIC CONTROL EQUIPMENT. BATTERY On STAT[OEscK mc. / / \ BACKUP FOR EMERGENCY STANDBY POWER IS CONTAINED *00-W.E'v_ / \ WITHIN A SEPARATE BATTERY RACK CONTAINING 12-VOLT, 55-9 55-35 247 BoMon Pmt N0.Wol \ RES. CLOSEDOC BATTERY. THE BATTERIES ARE LEAD-ACID RES. RECHARGEABLE STANDBY INDUSTRIAL POWER CELLS Myft9k Mk 01757 55-8 \ F 001-279-4100 RES. MANUFACTURED TO MEET ENVIRONMENTAL QUALITY AND \ \ F..orr 308-483-0}77 1 RUGGEDNESS STANDARDS OF THE INTERNATIONAL R / i 5RES4 \ AIR ASSOCIATION (IATA). THE BATTERY CHARGING SYSTEM IS COMPUTER-CONTROLLED AND THE EQUIPMENT APPROVALS CABINET IS REMOTELY MONITORED AT PROJECT OWNER'S NETWORK OPERATIONS CONTROL CENTER 24-HOURS A DAY, / 7 DAYS A WEEK FOR FAULTS AND ALARMS. LANDLORD 4. THE DESIGN OF THE ANTENNA MOUNTING HARDWARE AND CT' RES. STRUCTURAL REINFORCEMENT OF EXISTING BUILDING LFASf1G ! 54-3 / / 55-6 f- ROOF/FLOOR (IF NECESSARY) TO SUPPORT THE BTS RES./ ` TRINITARUW CHURCH "% / RES. 1 EQUIPMENT CABINETS WILL MEET THE ANSI/EIA/TIA-222-G �' OF NORTH ANDOVER / / Q'cp %^ STANDARDS FOR STRUCTURAL STEEL ANTENNA SUPPORTING \ / 70 ELM STREET / STRUCTURES AND STATE BUILDING CODE REQUIREMENTS. ZONW. / g4-2 /�/ N.ANDOVER, MA 01845 55-20 DETAILED CONSTRUCTION DRAWINGS AND STRUCTURAL COMMERCIAL / / MAP 42 BLOCK 2 / 55-1 / A RES. CALCULATIONS WILL BE PREPARED BY A REGISTERED CONSTRUCTION / 45.600* SO. FT. Com' PROFESSIONAL ENGINEER AND SUBMITTED WITH A BUILDING PROPOSED 'X10' , PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE Q e � LEASE AREA WITHIN / ''% � \RES. 2 55_21 LOCAL BUILDING CODE ENFORCEMENT OFFICIAL. 41-15 \ 54-4 / THE LIBRARY RD RES. 5. ONCE THE FACILITY BECOMES FULLY OPERATIONAL, As \ A- NORMAL AND ROUTINE MAINTENANCE BY PROJECT OWNER'S Q� S COMMERCIAL 41_2 / » \ �: / TECHNICIANS WILL BE PERFORMED ON A MONTHLY BASIS. 41-43 RES. � '• A= �C 1 42-34 ' 42-22 / THEREFORE, THE ESTIMATED VEHICLE TRIP GENERATION RATE = y QT RES. ^' ` KUI`UNLU 5 RES. RES. / IS 2 TRIPS PER MONTH. THE AVERAGE DAILY TRIP N b \ I -� SATYAPRASAD G t� MOUNTED AT SPIRE A-4 " GENERATION RATE (ADT) IS 0.07. S Ftl 41-12 LEVEL (TOTAL OF 4> 42-21 ~ ti RES. / / / 6. PER FCC MANDATE, ENHANCED EMERGENCY (E911) -A'. ; Cn 41-46 42-1 RES. / I / SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS FOR No.28096 / RES. RESEXISTINGf / WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S SUBJECT I / / IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND �\ c S T BUILDING i*, ANTENNAS GENERALLY DEPICTED ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE BTS RADIO EXISTING // j / CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE \ 4IiS.4 PROPERTY REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND �ty4' ' RES. / �\J5\ a LINE (TYPJ ,y � / '/ / LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED ..�. - %'/?y SPECIFICATIONS. RES. / / P OJECT NO: 2912.022 �' / 7. ALL MEASUREMENTS ARE SHOWN IN FEET* UNLESS \ / ,V / OTHERWISE NOTED. \ 41-40 / C�j 001 12 S. / / 8. PLOT PLAN MEASUREMENTS ARE APPROXIMATE AND DRAWN BY: JRK 41-10' RES. / / BASED ON SCALED ASSESSORS MAPS AND OTHER RES 4I-13 / GjQ 2 �� RES. / / RES. .�(C�V�, 41E S. / /' Cy"J� \r \ �-'� RES. / 42-15 / AVAILABLE INFORMATION. \ / RES/ / CHECKED BY: K.B. _421 /T 4 / 9. ALL SETBACKS SHOWN FROM PROPOSED ANTENNAS RES1 // \ / /- TO PROPERTY LINES ARE APPROXIMATE AND SHOULD RES 42-16 / / BE USED FOR REFERENCE ONLY. SUBMITTALS i \ // 42-12 �/ RES. 42-3 RES. 41-9 41-3 /RES. COMMERCIAL RES• PROPOSED 10' ACCESS EASEMENOVER / ZONING INFORMATION / T / / / / EXISTING DRIVE � -4 / � 42-17 / / DIMENSION REQUIREMENTS: REWIRED PROPOSED* 42 RES. RES. / / / FRONTNYARD SETBACK: 30' 76'7 _ 108-27-09 BUILDING PERMIT ONLY SIDE/ \ // / YARD SETBACK: 15 T: NA' REV 008-07-09 CONSTRUCTION DRAFT RES3 \ / ESI REAR YARD SETBACK: 122'7 / MAXIMUM ZONING HEIGHNA `q APPLICANT: OMNIPOINT COMMUNICATIONS, INC. THIS DOCUMENT IS THE CREATION,DESIGN, RES. \ ;i RE 42-5 15 COMMERCE WAY, SUITE B PROPERTY AND COPYRIGHTED WORK OF RES. NORTON, MA 02766 OMNIPOINT COMMUNICATIONS.LLC. ANY a OWNER: TRINITARIAN CONGREGATIONAL CHURCH DUPLICATION OR USE WITHOUT EXPRESS ,ter, 72 ELM STREET WRITTEN CONSENT IS STRICTLY PROHIBITED. / \ C 42-35 / NORTH ANDOVER, MA 01845 DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF /-16 \ fjLLr� LAND / 42-6 ZONING DISTRICT: RESIDENCE 4 (R-4) CONDUCTING THEIR LAWFULLY AUTHORIZED / RES. CHURCH EXISTING JURISDICTION: TOWN OF NORTH ANDOVER, MA REGULATOR!AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. �� PROPERTY STRUCTURE CTYP.> MAP: 42. BLOCK 2 / \ RES. 1j+ RES. / TAX ID: \ \ RES. i i 42-7 LEGEND 42-17 / \ aES. SITE PROPERTY LINE - SUBJECT PARCEL PROPERTY LINE - ABUTTERS 4 BZ 002 3A \ 42-I8 42 S. \\ �A�N gTB — — — — ZONING DISTRICT BOUNDARY LINE RES. TRINITARIAN CHURCH \ /\ 42-21 ® EXISTING BUILDINGS 72 ELN STREET NORTH ANDOVER,AIA 07845 42-19 42-11 XX-XX ASSESSORS PARCEL I.D. NO. SOURCE: ANTENNA ORIENTATION KEY SHEET TITLE 1. TAX MAP 1 0 PLAN 00N+ F TOWNOFNORTH ANDOVER SECTOR A PLOT PLAN � 30' SECTOR B SITE SPECIFIC NOTES: rRuc�PaOioq,M 120' SHEET NUMBER © 60 70 0 6a 17a FEET 1. SITE SURVEY MAS NOT BEEN CONDUCTED BY PLOT PLAN GRAPHS_C SCAT F HUDSON DESIGN GROUP,LLC FOR THIS PROSECT. SECTOR C ALLETBACKS SHOWN ON THIS PLAN SCALE: 1' 60' 1 ON ABOVE REFERENCED DRAWINGS. IS BASEDSECTOR D 210' C— 1 NORTH 300' ABBREVIATIONS OMNLPONT COMMUNICATIONS.INC NOTES A MOLLY OWNED SUBSIDIARY OF AOJ ADJUSTABLE NTS NOT TO SCALE T-MOBILE USA,INC. 1.ALL DIMENSIONS SHOWN THUS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK. CONTRAC70R TO VERIFY ALL DIMENSIONS WITH OWNER POWER APPROX APPROXIMATE OC ON CENTER 15 COMMERCE WAY PRIOR TO CONSTRUCTION. \� TELCO BOND \ STS BASE TRANSMISSION STATION OPP OPPOSITE NORTON,MA 02766 2. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY TRUE NORTH AND \ PfROPO8EB0�% 4 C CONDUIT (P) PROPOSED OFFICE: (508)286-2700 INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. �. ENTRY PORE A-3 \ CMU CONCRETE MASONRY UNIT SF SQUARE FOOT FAX (508)286-2893 3. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS ANO `\ \ \ INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE. COUNTRY OR CONC CONCRETE SHIT SHEET LOCAL GOVERNMENT AUTHORITY. �� , — CONT CONTINUOUS SIM SIMILAR /�// '/- 4. ANTENNA INSTALLATION SHALL BE CONDUCTED SY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION \ \ CJ CONSTRUCTION JOINT STL STEEL �E�� /ON OF RADIO ANTENNAS, TRANSMISSION LINES AND SUPPORT STRUCTURES. -\ \ L DIA DIAMETER TOC TOP OF CONCRETE rlRiax T[OMpOGr.wG IS.N COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE OWNER AND IS NOT - DWG DRAWING TOM TOP OF MASONRY BAY STATE INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF OWNER SUPPLIED MATERIALS IS ATTACHED TO T I} -{I PROPOSED \ THE BID DOCUMENTS(SEE ATTACHMENT K). ALL OTHER HARDWARE TO BE PROVIDED BY TME CONTRACTOR T T T T I I I �� F ECB EQUIPMENT GROUND BAR iYp TYPICAL DE,SIC3'N CONNECTION HARDWARE SHALL BE STAINLESS STEEL.. 1 A-3 EXISTING HEATER TO L � � 1 � e EA EACH VIF VERIFY IN FIELD 6. ANTENNAS,SUPPORTS AND CABLE MOUNTS SHALL BE PAINTED TO MATCH EXISTING SURFACES TO WHICH R IS BE RELOCATED �" PIROPOSED INDOOR POM ELO EIEC ELECTRICAL LION UNLESS OTHERWISE NOTED ATTACHED. PAINT SHALL BE SHERWIN WILLIAMS,COROTHANE H. SURFACE PREPARATION AND APPLICATION SHALL BE ON CERMD A-1 IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS AND PROJECT OWNER GUIDELINES. � CABINETGEN.PLUG -32 CABLEOSEDDERI 5 NI EL ELEVATION WWF WELDED WIRE FABRIC 9A ST�o[sR 7. COORDINATION, LAYOUT,AND FURNISHING OF CONDUIT, CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER SER MIOLRRFD A-1 A-3 E0 EQUAL W/ WITH Arpi1K14.b>' INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE PROPOSED \ EQUIP EQUIPMENT 241 8agm Post R0.nut CONTRACTOR. 5 HANGING / PCS PERSONAL COMMUNICATIONS Modba ouph.MA 01752 eCOAX CABLE PROPOSED EAOOR I o (E) EXISTING SERVICES 8. EQUIPMENT WILL BE INDEPENDENTLY POWERED WITH SEPARATE METER. p-} LADDER I A-1 Puanc SOS-229-ItOO EXISTING LIBRARY IN EXT EXTERIOR Fe 306-403-5721 9. ALL(E)ACTIVE SEWER,WATER, GAS, ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK. �//� A�.WITH Mm THE BASEMENT SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL ( ) 70P \ d[=_ _ FF FINISHED FLOOR A-1 ANTENNA MARK N0. BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONSTRACTOR WHEN lt`✓_J �11LNIf01 FC FINISHED GRADE APPROVALS EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR 7'-0" THEIR WORKING CREW. GA GAUGE R PLATE LANO.ORD 10.ALL (E) INACTIVE SEWER,WATER,GAS, ELECTRIC.AND OTHER UTILITIES WHICH INTERFERE WITH THE EXECUTION PROP067iD e GALV GALVANIZED OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH Peceeoo A-1 GC GENERAL CONTRACTOR A AND LEASING ENGINEERING. WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF UTILITY COMPANY E2ITIERY RAGE GWB GYPSUM WALLBOARD p AT R.F. 11. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT, DRIVEWAY OR LG LONG GRAVEL, SHALL BE GRADED TO A UNIFORM SLOPE. FERTILIZED. SEEDED AND COVERED WITH MULCH. LNA LOW NOISE AMPLIFIER ZOMX' 12. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMESMAX MAXIMUM DURING CONSTRUCTION. X — CONSIRUCMN 13.All UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND PROPOSED ASE AREA MECH MECHANICAL SPECIFICATIONS. T-IIDSE LEASE AREA MFR MANUFACTURER 14. PER FCC MANDATE,ENHANCED EMERGENCY(E911) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS MGB MASTER GROUND BAR .` Ut- FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER IMPLEMENTATION REQUIRES DEPLOYMENT OF PROPOSED HOD LMIT MIN MINIMUM EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY PROPOSED HIM CON TQ THE BTS RADIO CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS 70 IRfT�� 2 PROPOSED MTL METAL �. C� E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REWIRED SPECIFICATIONS. 1/EDETUM SIG�RID q_3 CONDENSER LII NIC NOT IN CONTRACT RAMASASTRY Q 1' z' 4' SATYAPRASAD VEXTATMe EQUIPMENT LAYOUT PLAN © SYMBOLS AND MATERIALSI SCREENINGA-3 SCALE: 1/2--1'-O" SCALE: 1/2 = 1' O NEW ANTENNA ® GROUT OR PLASTER ,` No.28096 O NORTH [a EXISTING ANTENNAS ® GWB \\\ ASPHALT (E)CONSTRUCTION Q NEW ACCESS EASEMENT CONCRETE PROPOSED MMC CONDENSER CUT BEHIND PROPOSED e PROPOSED CONCRETE STH PROJECT NO: 2912.022 A-3 SCREENING PROPOSED A 3 8 ELECTRIC BOX GRAVEL SCREENING 2 OENERA70R PILO 0LIGHT POLE ® PLYWOOD DRAWN BY: JRK OSED 7-05LtD'-O' 909FE LEASE NEA MRN \ FND. MONUMENT0SAND CHECKED BY: K.B. LIBRARY ROOM ON I,.f_I! FIRST FLOOR I I $ SPOT ELEVATION ® WOOD CONT. J SET POINT WOOD BLOCKING SUBMITTALS PROPOSED WALL h DOORMAT I Q REVISION TO CLOSE OFF T-MOBL ® STEEL E I.. p /� EQUIPMENT LEASE AREA I Ij.I L }- GRID REFERENCE � !/ CENTER LINE FwvT-AOBLE COAX CABLES�I I 1 I SH/ DETAIL REFERENCE PROPERTY LINE RUH ACROSS M3 FMIIO CABLE�DDERON I I _ STEPPED FOOTING REV 1 08-27-09 BUILDING PERMIT ONLY TD NIQ00R aF STEEPLE MALLS �� II \\ I Q MATCH LINE REV 008-07-09 CONSTRUCTION DRAFT SH 0 ELEVATION PEED 10' I WORK POINT NTC63FAST II i i S DOCUMENT THE CREATION.DES FOMn EASING DRDRIVW E PR I i i A-2 —G— GROUND WIRE PROPERTY AND COPYRIGHTED WORK OFF PROPOSED PNET Nf1ElIlA3 OF 4 DET/ COAXIAL CABLE OMNIPOINT COMMUNICATIONS,U.C. ANY 5 MOWED BETNDT+RDPDeEn � 1 I I SH/ SECTIONS DUPLICATION OR USE WITHOUT EXPRESS — — — — — A-4 TO RE'PUCVE EXSW MMLr r 4 N'SPIRE LEVEL, I I h DETAILS WRITTEN CONSENT IS STRICTLY PROHIBITED. / I —"—"— CHAIN LINK FENCE DUPLICATIONAND USE BY GOVERNMENT L__--__--_J AGENCIES FOR THE PURPOSES Of O WATER MAIN 1 WORK ITEM NOTE DQ CONDUCTING THEIR LAWFULLY AUT14OPo2ED ePIRONTENN S fS11/OPS I REGULATORY AND ADMINISTRATIVE TRATNE PROPOSED tTItOIRJOMNi CONDUT 3 7 4 ANTENNAS M0111LIED ON I FUNCTgNS IS SPECIFICALLY ALLOWED. EXISTINIS A-4 I L�� BASEMENT A-3 A-3 �� I NOTES: EXISTING CHURCH I 1. CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY ACCESS ENTRANCE e PIIOPOSED F�FICO/ORGLA I DISCREPANCIES BETWEEN THE EXISTING SITE CONDITIONS AND SITE A-3 CONDUIS RIM GL D4LIG I THAT WHICH IS REPRESENTED HERE. 2. PROPOSED DESIGN IS SUBJECT TO ANY RELEVANT 46Z0023A I STRUCTURAL INFORMATION THAT MAY BE REVEALED UPON I EXPOSURE OF EXISTING MEMBERS. ENGINEER TO BE PRESENT TRINITARIAN CHURCH F_-_--- -- _- ________ _ ---_-_--- _-_J DURING THIS PHASE OF CONSTRUCTION. 72 ELM STREET NORTH ANDOVER, MA 01815 I \ \�\ \ EXISTING TRINITARIAN EXISTING WATER MAIN PROPOSED MOO DEMAND ON SOUTH \ \ \ CONGREGATIONAL SHEET TITLE IN THE BASEMENT EXTERIOR WALL OF CHURCH \ \ \ CHURCH BUILDING PROPOSED NEW METER ON SO \ \ \ EXTERIOR MALL OF CHURCH UTH \ \�\ \ © D 4. 8' 16' SITE & EQUIPMENT \ \ SITE PLAN PROPOSED s MOE \ \ \ SSE: 1/8"-1•-0" LAYOUT PLAN UTILITY IEASOEM \;\ \ NORTH SCALE: 1/8" = V-0" SHEET NUMBER PROPOSED I PIOMFIRRUN \ \�\ \ EXISTING UTILITY E-3 FROM EIQSTMO URRY POLE \ \ POLE /542/VZ2 4 1 \ �l I I -PROPOSED 7*-o'xliy-w T-MOSIUE(9_ OMNIPOINT COMMUNICATIONS,INC. DECIDUOUS TREE EVERGREEN TREE A WHOLLY OWNED StJMARY OF GALVANIZED STEEL CONDUIT/ 136• GALV.PI000 UNISTRUT T-MOBILE USA,ING PVC AND ANDREWS HANGER (PAINTED COLOR OF (IF FX7FRIOR. PAINTED SURROUNDINGS) 15 COMMERCE WAY COLOR OF SURROUNOINGS> NORTON,MA 02766 OMCE: (508)286-2700 _- ___ FAX: (508)286-2893 PRUNE BRANCHES& FOLIAGE BY ANCHORED V/ LAG SCREWS EXISTING JOIST (2 PER UNISTRUT) 1/3 WHILE RETAINING NATURAL CEILING/ WALL JOIST _ SHAPE OF TREE. PRUNE ALL (2)Y••0X1 U6'LG.HILTI HIT M XTON DEAD AND BROKEN BRANCHES. SECURE UNISTRUT TO EXISTING CONIC.CEILING/WALL-,, HY20 ANCHORS OR EQUAL CEILING, SEE NOTE #1 &SAXM3 TECHNOLOGY,RK. 1/2' BAY STATE RUBBERBLACK REINF. K1�(tt, "tt[b; _ DESIC3'N RueHOSES TO .. NEW 24" LONG GALV. UNISTRUT ENCASE WIRES 2-X 2'X 8•-0" ® 4'-0" O.C. (TYP.) STAKES ..—ClvcATxcR1[c_. 1 nsra.r 136' GALV.PI000 UNISTRUT rcxscIii NO. WIRE (PAINTED COLOR OF WRAP TREE WITH TREE WRAP W/TWISTED GALVANIZED STEEL CONDUIT SURROUNDINGS) \ FROM ROOT CROWN UP TO \ ' ENDS AND ANDREWS HANGER(PAINTED SECOND LOWEST MAIN BRANCH COLOR OF SURROUNDINGS) M STATE OES0%HNG (DECIDUOUS TREES ONLY) AlcwatH.EA0AH 3 BARK MULCH 241 8W.PDq R0.W.M CONDUIT MOUNTING DETAIL %"0 THREADED ROD MOTIlb-0.MA 01752 EXISTING CEILING-/ PhD Soft-229-4+00 coxolxr LTrAI SCALE:N.T.S. HANGING BRACKET FOL 506-19-5321 DEPTH VARIES TEMP }'CONTINUOUS ACCESSORY. SPACING EARTH SAUCER AS REQUIRED BY APPROVALS FINISH GRADE- MANUFACTURER. —1 wT TD UAL KCWDIW r0 • • • 1AAIDLORD ' wWKKTUH[AZ ..____. a[oulRCKxls x•mnN TOPSOIL MIXTURE SRS[IEN WTS 70 SASS (P) CABLE TRAY COOPER 8-LINE ION�PN R WN TIO�a LEASING UNTIE& FOLD BACK BURLAP 12-MIN. O O O O MODEL #14909-18-144 OR EQUAL R.F.t 3 BALL HEIGHT. SYNTHETIC ORvN•a.Ir[R a COMPACT SOIL UNDER TREATED BURLAP SHALL BE ROOT BALL c5•oSED EIr45 ZONIG COMPLETELY REMOVED. k EMBED STAKES MIN. a•4-vzmvz i• O O O O NOT #I: CONSTRUCTION .1. -FOR WOOD CEILING, USE 1/2"0 LAG BOLT 1'-0-INTO SUBSOIL vnocR VIa[SAwNIc VCLL- IAIwIwvn,-RI[AS M.--TDASOtt ANHA/E DacNN11 ARIUN TO l-T OS -FOR CONCRETE CEILING, USE 1/2"0 KWIK GRA AAML 9x0 AA0.Alra SUI!TO .O''O. BOLT III WITH 2-1 6'MIN. LOOSEN HARD SUBSOIL AT BASE OF HOLE /4" EMBEDMENT DEPTH. RESRIGLH1. 119 NOTES: ..T AL Ix KraR- . ITx xR.IKTI. y ,�,� OF Mqs. 1. LANDSCAPE TREES AND SHALL BE A MINIMUM OF 6'-0-IN HEIGHT WHEN PLANTED. NKcvH[.,--1. • • • / Imn_TI DLIM PNSULAI[ SVCIION LIIC AND IAMT /t Vllx W IN11311W {(.. 2. SPECIES PROPOSED THUJA OCCIDENTALIS PYRAMIDAL(PYRAMIDAL ARBORVITAE) •INT mcwA VALMONT ENTRY PANEL WITH (12) 2-1/4" PORTS - #B1118 MpgASTRY yG(f+ HANGING CABLE =? SA pPRASAI? CONDENSER UNIT LADDER DETAIL D 2 g6 PLANTING DETAIL GROUND INSTALLATIONCOAX ENTRY PORT 4 �/t 5 SCALE:N.T.S. 1 SCALE:N.T.S. ` SCALE: N.T.S. :N.T.S. MAX.DLI, NOMINAL C, c n �' OF THROUGH ANNULAR FILL MATERIAL TYPE YIN.FEL F ONE 2'0 SCHEDULE 40 PVC PIPE TO BE CENTERED PENETRANT SPACE IN. } �� EXISTING SPIRE LEVEL PIPE OR ANNULAR WTERNL RATXIG WITHIN FIRESTOP SYSTEM. A NOM.ANNULAR SPACE 1 12 FSP 1100 PUTTY PROJEi MOS--� 912.022 EXTERIOR WALL EXISTING 8R3• COMMIT SPACE IN.THICKNESS HR OF 5/16'IS REQUIRED WITHIN THE FIRESTOP SYSTEM 2 1 FS 1900 SEA-ANT ORNAMENT W000 STUDS PIPE 3 4 1 1( Z PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES COMMIT J 4 J/ 1 OF WALL/FLOOR ASSEMBLY DRAWN BY: JRK ONE 2-0 SCHEDULE 40 PVC PIPE TO BE CENTERED WITHIN FIRES70P P PROPOSED'1'•'Ky ONE 2'0 METALLIC PIPE OR CONDUIT SYSTEM. PIPE SHALL BE F CHECKED BY: K.B. MOUNTM PPE TO BE CENTERED WITHIN FIRESTOP .v- _ _- ._ RIGIDLY SUPPORTED ON BOTH SIDES SYSTEM. PIPE SHALL BE OF WALL/FLOOR ASSEMBLY _ RIGIDLY SUPPORTED ON BOTH SIDES •:PROPOSED _ "4-• N PPE MICROEIFL•T PAHTT MOtw lar Foot OF WALL/FLOOR ASSEMBLY '.H� _ �� Cs /N+sY2 oR APPROVED FAILLE SLUSH T.w1THN60 'su 1/4-THICK. o�' SUBMITTALS WALL FOR 2 HR.ASSEMBLY, 5/8" PACKING MATERIAL SHALL BE A MIN. OF THICK FOF 1 HR.ASSEMBLY. A 5/8- C- 1 1 CROWN AROUND CONDUIT WITH A FILL VOID WITH CAULK, WOOLBATTTHICK FIRMLY PACKED 1-MIN. LAP AROUND OPENING FLUSH WITH BOTH SURFACES Of WALL (SEE TABLE) IN OPENING. FILL VOID W/A MIN. OF 2• SEALANT: IN7ERNAT'L PROTECTIVE SEALANT: TREMCO INC. THICK OF SEALANT APPLIED FLUSH W/THE COATINGS CORP-FSP 110 PUTTY TREMSTOP-WBM TOP SURFACE OF BOTH SIDES OF FLOOR/WAL OR FS1900 SEALANT SEALANT: SPECSEAL 500, 501, 502 OR 505 TDP OF PROPOSED ANTENNAS REV 108-27-09 BUILDING PERMIT ONLY tl PER SECTOR• TOTAL_OF 4) _ I SEALANT BY SPECIFIED TECHNOLOGIES. INC. UL SYSTEM NUMBER: WL2038 - REV 008-07-09 CONSTRUCTION DRAFT EL.105'-0'= A(iL UL SYSTEM NUMBER: WL1051 F RATING I & 2 HR. f RATING - 1 & 2 HR. UL SYSTEM NUMBER: CAJ2057 I F RATING - 2 HR. THIS DOCUMENT IS THE CREATION,DESIGN, I VARIES BOOR MN. I MAX. I MIN. MAX MN. NIH F PROPERTY AND UNICA IONS. WORN OF OR THIO(. PWE ANNULAR ANNULAR FILL MAT. FORM.MAT. RATING DMNIPOIM COMMUNIFATIDNS,LLC. ANY I L I WALL DIA SPACE SPACE THICK. THICK. DUPLICATION OR USE WITHOUT EXPRESS F 3 3/4" 1 1 2 3 8 2 I/8_ F 2 3/4- 2 WRITTEN CONSENT IS STRICTLY PROHIBITED. 4 6 8 3 4 I 2 4 2 DUPLICATION AND USE BY GOVERNMENT IHE PURPOSES OF 4 t 2 6 1 2 8 2 1 6 1 3 t 4 3 CONDUCNCSiHE R FOR TIAWfULIYUW/THORIZED I 4 1 1 6 8 4' 1 3 1 2 } GROUT ALL EVEVOID4 1 2 6 8 I' 2 1 2 J FUNCTpNS SPECIFICALLREGULATORY AND YTi1LLTOWED. + AROUND SLEEVEIVE S w 5 1 2 1 7 2 3 8 2 1 8 1• }I } O' SEALANT w 5 1 2 6 3 8 4• I 3 1 2 3 PROPOSED FRIEPA ASS ' W 6 t 11 2 8 1 1 8 2 1 2 3 WINDW TO RE ' w 6 1 2 6 3 8 I• 2 1 2 } I _ _ THROUGH PENETR TATS SITE ONE PIPE. CONDUIT ORa TO BE NE STAI. DLEITHER CONCENTRICALLY ORNECCENTRICALLY I / WITHIN THE FIRESTOON P SYSTEM. PIPE. CONDUIT OR 4BZ0023A CONDUIT /� TUBING TO BE RIGIDLY SUPPORTED _ I NOTE: /;! BOTH SIDES OF FLOOR OR WALL. • _ TRINITARIAN CHURCH 6 CORE HOLE 1 1/2-LARGER THAN - . 72 ELM STREET / FORMING MATERIAL SHALL BEA MIN. OF NORTH ANDOVER, MA 01845 THE DIAMETER OF THE DW PROPOSED FBFZtGl/L53 I CORE DRILLS TO BE SEALEALED WITH /�� 1 THICK OF MIN. 4.0 PCF MINERAL - WOOLOL INSULATION SULATION FIRMLY PACKED MbOW SLL�11EPt�1GTE � ELASTOMERIC SEALANT. �i iii IN OPENING, USC INTERIORS-TYPE SAF 1 �-0•I, THICKNESS OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES SHEET TITLE OALVANMW = OF FLOOR/WALL (SEE TABLE), USG INTERIORS-TYPE SS LMTFW(1YP.) Gln UL SYSTEM NUMBER: CAJ1020 DETAILS a it F RATING - 3 HR. PROPOSED OaEITB BOW/ EXISTING WOOD FLOOR YO LOCK WASHERS t NUTS Ef057 WW "1O CONDUIT PENETRATION DETAIL 7 SHEET NUMBER i ANTENNA MOUNTING DETAILO SCALE: N.T.S. I SCALE:N.T.S. — PROPOSED ONNIPOWT COMMUNICATIONS.INC. INDOOSt CABINET OABNEF�I MICRO, �jp g�INDOOR IM y�p{T�pl Tipp Pw am A YMOLLY OWNED SUBSIDIARY OF �O0°R 80011E Y CABINET T-MOBILE USA,INC. ERICSSON INDOOR DIMENSIONS ERICSSON INDOOR DIMENSIONS ERICSSON INDOOR DIMENSIONS 15 COMMERCE WAY NORTON,MA 02766 CABINET DEPTH x WIDTH x HEIGHT CABINET DEPTH x WIDTH x HEIGHT CABINET DEPTH x WIDTH x HEIGHT OFFICE: (508)285-2700 FAX (508)286-2893 INDOOR RBS 2206 15.7'x23.6"x72.8" INDOOR RBS 3206 15.7"x23.6"x72.8" ERICSSON PBC6500 16.4'X23.6"X75.5' M4TON >r .K. BAY STATE ERICSSON INDOOR WEIGHT DE►SIC3N ERICSSON INDOOR WEIGHT � O .� O ERICSSON INDOOR WEIGHT .n CABINET APPROX. MAX. WEIGHT CABINET APPROX. MAX. WEIGHT CABINET APPROX. MAX. WEIGHT INDOOR RBS 2206 577 LBS O INDOOR RBS 3206 440 LBS O ERICSSON PBC 6500 1162 LBS an Sfa s pEgp1,„G aea«u.Grjn.ns 741 Baum Poll Rd.wuw M.%.-O.w o1752 ERICSSON INDOOR MINIMUM CLEARANCES ERICSSON INDOOR MINIMUM CLEARANCES ERICSSON INDOOR MINIMUM CLEARANCES c-`we_48 4Sul DIRECTION MIN. CLEARANCE DIRECTION MIN. CLEARANCE DIRECTION MIN. CLEARANCE APPROVALS CABINET REAR AND WALL 0' e t CABINET REAR AND WALL 0" c { CABINET REAR AND WALL 0" UINDLORD BINET SIDE AND WALL 0' INET SIDE AND WALL 0" INET SIDE AND WALL 0" LEASK ABOVE THE CABINET 18" NOTE: ABOVE THE CABINET 18" NOTE: ABOVE THE CABINET 18" NOTE: PF. FASTEN CABINET TO FLOOR WITH Y2"O LAG FASTEN CABINETTO FLOOR WITH)5"0 LAG FASTEN CABINET TO FLOOR WITH Y2"0 LAG BOLTS (2Y-MIN. EMBEDMENT. SHIM AS IN FRONT OF THE CABINET 40" BOLTS(2y'MIN. EMBEDMENT. SHIM AS IN FRONT OF THE CABINET 40" BOLTS(2Yx'MIN. EMBEDMENT. SHIM AS ZOA. IN FRONT OF THE CABINET 40" REQUIRED. BLOCKING UNDER CABINETS AS REQUIRED.) REOUIRED. BLOCKING UNDER CABINETS AS REOUIRED.) REOUIRED. BLOCKING UNDER CABINETS AS REOUIRED.) ERICSSON RBS 2206 ERICSSON RBS 3206 ERICSSON PBC6500 STD" EQUIPMENT CABINET EQUIPMENT CABINET EQUIPMENT CABINET A/E L SCALE:N.T.S. 0 SCALE:N.T.S. SCALE:N.T.S. \N r I SS �G v SANAPRASAD �T"1 � � No.2809 Q 9 �Q� T O E911 GSM ANTENNA DIMENSIONS:15-H 2'e PROPOSED GSMOJECT N0: 2912.022 ANTENNA CONTELCO 14' PMT IBS mus E911 CPS ANTENNA DRAWN BY: JRK PROPOSED GPS ANTENNA T DIMENSIONS: 7"H x 41Y CHECKED BY: K.B. U-BOLT PMT J3066T33 ANTENNA AMPLIFIER SUBMITTALS (2 PER ANTENNA) U-BOLT PMT 13066T32 DIMENSIONS: PROPOSED MOUNTING BRACKET 13'H x 6W x 4'D TP PMT(FO-06-1342-00 RET(1 PER ANTENNA) DIMENSIONS: ® REV 1 08-27-09 BUILDING PERMIT ONLY 3.5"Hx 4"W X2"D REV 008-07-09 CONSTRUCTION DRAB PANEL ANTENNA DIMENSIONS: 72-H x 13.51W x 4'D THIS DOCUMENT K THE CREATION.DESIGN. PROPERTY AND COPYRIGHTED WORK OF GENERAL ANTENNA DUPL�TIO COMMUNICATIONS,SE WITHOUT EXPRENY SS WRITTEN CONSENT IS STRICTLY PROHIBITED. GPS ATTACHMENT DETAIL DIMENSIONS DUPLICATION AND USE U GOVERNMENT SCALE:N.T.S. 4 SCALE:N.T.S. i AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. SITE 4BZ0023A TRINITARIAN CHURCH 72 ELM STREET NORTH ANDOVER. MA 01845 SHEET TITLE DETAILS SHEET NUMBER A- 4 PROPOSED ELECTRICAL LEGEND OMN,t,�IN7LLY o�iW,E Casm,iY IN PPC 1 C EXTERNAL ALARM Op® NEW PANEL BOARD.SURFACE MOUNTED T-MOW USA'INC CIRCUIT IN 3/4' CABINET ® EXISTING PANEL BOARD.SURFACE MONTED 15 COMMERCE WAY r �-'2 , NON-METALLIC (TYP) Or DRY TYPE TRANSFpB[R NORTON,MA 02766 CONDUIT e t0A-2P (12)012 t(1)0120 IN 2'0 O METER OFFICE: (508)286-2700 FAX (508)286-2893 CIRCUIT BREAKER I 1oA-7P I 01 NON-FUSIBLE DISCONNECSWATCH.MOUNTED T I 11011,2111oy FUSIBLE DISCONNECT SWITCH,MOUNTED 54'AF.F. M XTON TRANSIENT VOLTAGE SURGE SUPPRESSOR NTH -00.TEEHMX. .W_ I ® BUILT-IN FUSES.SURFACE MOUNTED DAY STATE iM->t DUPLEX OUTLET.SURFACE MOUNTED. DESIC3'N ® 20 AMPS,125 VOLTS,SINGLE PHASE 1SIL-2P I (12)072 t(1)0120 IN 2'0 O J JUNCTION BOX SURFACE MOUNTED 18'A.F.F. I 1SM7P I PROPOSED �� EXPOSED WIRING t TIP QNNW !� HOLE RUNS.MINI2110 t IFOG IN 3/4• AMY STNS OCSCK IMC. t S CONDUIT U.Ox NUM AlCffi�•r '... A.F.F. ABOVE FINISHED FLOOR 241 BWm Pop R0.W4A 1. PPC/IE1DD 70 NORTHERN TECFNOLDOES COMBINATION AC/IE100 CJ1lwEF WPI.00A WW Ya r—.,N•w 01752 �A)OEIt,MODEL NO.ES732-WrA WEAR BUILT N TWANSFER S77 M OENA WOR U.O.N. UNLESS OTHERWISE NOTED Pno�.:SOe-229-4100 tM-8 RECEDE AID 7VSS OR IIS ECILINALENR. WP WEATHERPROOF Fo= SOB-WIS-5321 I 30A-2P 2 ALL UMFIY RUNS SFMLL BE ODORDWED MITE T-MOBLE OOIISIRUCRON YNIAOER AND GR GROUND FAULT INTERRUPTER RIWECINE UTIM DOMPWINIM URIIY COMWW 70 ASSESS THE CAPACITY OP THE EXISTING PROPOSED NA ABLE SEROM AT UanY POLE 0842/V!-2,AND LIPOWADE AS FEcssAWr 70 A AMPERE APPROVALS 8011-2P I BBU ACCOMIDDRE AN ADORIONIAL 2001%120/24010.10.REDLINED FOR 7FE T-MOBLE CE711NL v VOLT AC BE KIM KILOWATT-HOUR UNDLORO I B71H2P I a PROPOSED SERVICE RISER TO NCLWE RDS VEMM SOW WITH DRAG LINE 70 SUPPORT C COMMIT L — — — — awEIMIRI PER UTM REQUIREMSERWM ENTS AND CONDUCTORSJr ROS RISER TO MDI SUFFICIAL ENT L�70roAn7IC I POLE atC GALVANIZED RipO COQI11 LUQ' Som DULL E UUtUf Y OOfFED110NS A WECHBi1FAC AND WITH RP H A OLINE 7EE UTILITY G GRAND R.F. GrAmPER F@ 4. TIME PROPOSED 7E1L'O ROM 70 NCLZAE ROB vmnlO1L SWEEP MITE DRAG LINE 10 SLPPOW MGB MAOPS�GRAND OAR oMECHANICAL CONNECTION MINING MW SERVICE COOROOM AND VERIFY WITH THE =TY COMPANY.UNE T-MOBLE .cADWELD CONNECTION 0542 I 7HON EST OPTION AND TFE BI-MO OWNER TIENT OOLWN FROM THE UR1IY POLE CONSTRUCTION 1. OWLIK)FOR TO RETS 32 L IBA 211=0 BRFiYQIlS��D OR 0042 B 7FE BEST OPTION FCR 71E T-MOBLE TELCO. ECB EQUIPMENT GROUND BMoCADWEL C CONNECTION A ��FOR(P)RBS 'SLOB.ROIED IN BRANCH CSOL P 70 SIL)NEIN —G— GROUND COPPER VIRE.SIZE AS NOTED L18-IBR RECEPOMClFB YOIINim N.LIEICIpN BON.PROVDE(4)VELA 0. COIIIRIMCIOR 70 PROVIDE AND BL4IAll A 20011,1�720/24oV.MEIE1t SOCKET I(I<9ANN OR ® CAOWELO CONNECTION � LB-10R PLUG%EACN WITH A 10'14/3 SI COAD FOR CONNEDII "70 EQUAL)WITH A 2001E V.aRCW BFIENER DRMM M D OR EMWj6 INE RBS E2WJFM 16 EXPOSED VIKING 0. UTIM SERVICES SHOWN ARE PROPOSED.TILE E3FCITRIO L.COMITIVICRM 9WL ODOROwn COAXIAL CATTLE ASSOM ONE LINE DIAGRAM I�� °XIff RE,Eo+7°�XONEis A�E""D WITHCOL FINES. � LEBo518'.8'COPPER CLAD STAINLESS STEEL GROUND ROD SCALE:N.T.S. " -EXOTHERMIC(CADVELID OR o TECHNICAL �r�j( PIVC/RAM(COMPRESSIONTYPE)CONNECTION -J•� SPPC POWER PROTECTION CABINET ORNI-DIRECTIONAL ELECTRONIC NARKER SYSTEM EMS)BALL O ND. )BO96 O ELECTRICAL AND GROUNDING NOTES F I. ALL ELECTRICAL WORK SHALL CONFORM TO THE REOAREMENTS OF THE NATIONAL ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES. 00 OVERIm (d fY 2. ALL ELECTRICAL ITEMS SHALL BE U.L.APPROVED OR LISTED AND PROCURED PER W POWER SPECIFICATION REQUIREMENTS. PROJE T N0: 2972.022 #542A7-2 3. THE ELECTRICAL WOK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS ANO SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. DRAWN BY: =IRK 00 011 1E4. GENERA.CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. CHECKED BY: K.B. 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RICID STEEL CONDUITS OR SCHEDULE 80 MPVC ETAL OR PNONNTEO�C COONNDUIT O WHERE REaLRRED IN LJouIO nCM FLEXIBLE SUBMITTALS (� ------------- 6. BURIED CONC AT SHALL BE SCHEDULE 40 PVC. OE]MRCIFIC° � EXTERIOR BEILDNO MMl1 --------T ME100R EgUPYE�Ir Roos------------ -� 7. ELECTRICAL WANG SHALL BE COPPER WITH TYPE XHHW.TMVN.OR IRVIN (NCFTE 4) I (12)012 AWOL 072 AMO. I 8. RUINSULATION. 01) (12) CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION 120. V C. 0126. 2'G TO i PONT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON TMS DRAWING 1QCO I 4 L6-7 SR I PROVIDE FULL LENGTH PULL ROPE.COORDINATE INSTALLATION WITH UTILITY DEMAOFFE C i 9. RUNCOMPTELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POM (MOUE♦) PER CARNET AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED REV 108-27-09 BUILDING PERMIT ONLY PROP06FD 2DOA ON THIS DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO REV 0 08-07-09 CONSTRUCTION DRAFT OULDIM EXTERIOR METER SOCE�T ATI CONDUIT.PROVIDE CREENLEE CONDUIT MEASURING TAPE AT EACH END. W//200A CRUNT I IO WHERE CONDIAT BETWEEN BTS AND PROJECT OWNER CELL SITE PPC AND BETWEEN I BRENOR EZE I BTS ANO PROJECT OWNER CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND DL900NlEGY i USE PVC.SCHEDULE 40 CONDUIT. ABOVE THE GROUND PORTION OF THESE THIS DOCUMENT IS THE CREATION,DESIGN, I CONDUITS SHALL BE PVC CONDUIT. PROPERTY AND COPYRIGHTED WORK OF I (� ({� I 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. CHANIPOINT COMMUNICATIONS,LLC. ANY I "220Ep -5208 12. PPC SUPPLIED BY PROJECT OWNER. DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. 13. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY,GROUNDING, DUPLICATION AND USE BY GOVERNMENT BONDING AND LIGHTNING PROTECTION SHALL BE DONE IN ACCORDANCE WITH AGENCIES FOR THE PURPOSES OF PpC I -F-MOBILE BTS SITE GROUNDING STANDARDS'. CONDUCTING THEIR LAWFULLY AUTHORIZED W/TARO) [pl BELL i REGULATORY AND ADMINISTRATIVE I ROT+�r SET 14. GROUND COAXIAL CABLE SRIELBS MINIMUM AT BOTH ENDS USING MANUFACTURERS FUNCTIONS IS SPECIFICALLY ALLOWED. I(P) 03/00 A i CDU( CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. )S• USE 16 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE lEl•CO GRADE GROUNDING(UNLESS OTHERWISE SPEORED)AND 12 SOLID TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. SITE 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE --------_I.----.--... ----- CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER 'Z WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 4BZ0023A I --� OrON0111T 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH TRINITARIAN CHURCH - --- ------- -J SEFINCE CROIFp PER POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER 72 ELM STREET MEG BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12'RADIUS BENDS./6 WIRE NORTH ANDOVER, ANA 01845 (� lSCH 40 PVC M 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 .Z ROPE GROUNDING RING. IB CONNECTIONS TO GROUND BMS SHALL BE MADE WITH TWO HOLE COMPRESSION E-3 (p](� /O (�.fm E� TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATINS. SHEET TITLE BCNE PNC 19 CAPPLY ONNECTIONS,INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND TYPM AT EACH (KITE 2) TRIINSRIONI 20.CONTRACTOR SMALL PROWDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS)BALLS ODER EACH GROUND ROD AND BONDING PONT BETWEEN ONE—LINE & POWER POWER RISER DIAGRAMEXISTING TOWER/ MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RING. RISER DIAGRAMS 2 21,CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR SCALE:N.T.S. PROJECT CLOSE-OUT DOCUMENTATION.A RESISTANCE OF 5 OHMNS OR LESS IS REQUIRED. 22. CONTRACTOR SHALL CONDUCT ANTENNA,COAX,AND LNA RETURN-LOSS ANO SHEET NUMBER DISTANCE-TO-FAULT MEASUREMENTS(SWEEP TESTS)AND RECORD RESULTS FOR PROJECT CLOSE OUT. E- 1 OMNIPOINT COMMUNICATIONS.INC. l STEEPLE--\ AOEMM MOUNT A EHOT Y�EDISA.INC ARY OF 1.LIA101M VEIMM IONORMONFA,DISTANCE BETWEEN //�� 0 NOTE:CATVR COAXI BLAL CABLE CAE OROILWNO KrFSS SINLL NOT EXCEW 100 FEET AIRDSN Farm MUST BE USED 15 COMMERCE WAY INSTALL IONS. IML KITS AS � FOLDCONI)TT (TMP.) NORTON,MA 02766 OFFICE: (508)286-2700 UPPER CIOB � N FAX (508)286-2893 Y WkTON M4XION lE0l10L04Y.11G BAY STATE DESI43N EAllDNO NfE7t10R W STATE OESOL W- Ar I.ft.Erprrrx 241 owpost Pa R4xt MorWO-9h.MA 01752 T�IOBRE FAUPIENT 100011 - OR�1 Fox: 502-25-5120 - COPPER Ph—502-2229-4000 _GPM APPROVALS 0—�-/B aREEl1 NSC S1Ium 1 , TO STREET E or �p II 1 CaPPF7t(R PER Cm I 1 1rNFR umifiRAOEa CO�Ot' 8 OR011NDW 707070 VMORD d"SDH 40 PC STREU SIDE 2M 4400 MILTAvw MISS E-3 TEMINIM3x06 BBU PPC OF WA I I I I � 1111167]OR LEVEL 201MG me a US PL'""t� COPP°1 LEGEND �� SERrICE GROUND f>Y� A/E PFR NEC A LIGHT FIXTURE - SURFACE MOUNTED 1'x4' - 2 LAMP FLUORESCENT LIGHT FIXTURE LITHONIA CAT/L8480AI20ES OR EQUAL. FIXTURES TO BE COORDINATED WITH CABLE TRAYS AND DUCTS (TYPICAL OF 3) GROUNDING RISER DIAGRAM B EMTOEUN$ CH DHHIOT LEG OF C TNG - WALL ING CIRCUITTED O AFF) BATTERY UNIT - LIGHT ALARMS CAT/ 2P02/L25 OR EQUAL UNIT WIRED P�`l` OF Mgss9c SCALE:N.T.S. C SMOKE ALARM - EDWARDS SIGNALS IONIZATION SMOKE DETECTORS - 2420 OR EOUAL TIED INTO EXISTING BUILDING FIRE ALARM •Y�y�� TRY k p YAPRAmpsSAD �809� \ \ R \ \ (p)COAX F)m PORT vV P CT Z:'' r - 2912A22 cp) \ \ \ ED OOPPE70 \ \ \ \ \ \ \ \ \ \ \ \ \ \ DRAWN BY: JRK \ \ \ \ CHECKED BY: K.B. (P)/e Aro aREial Nsu m\ S SUBMITTALS OOPM (x PFRCJIBBtT711P)\ �' I - - - - - - -' - - - - - - - - - - - - - - - - - - - - A COAX ENTITY PORP — - 1 / I I I I /OROUNO COICUffS \ (p)3205 sm I IREV 1 08-27-09 BUILDING PERMIT ONLY (P) WAGING CCMXLCABLE DDEPI IGUILAXID A�I0��1 MSIR (P)CONY CABLE UDDERREV 008-07-09 CONSTRUCTION DRAFT .._... �' GREEOOPPCL I GROUNDING, »IMLD COPPER THIS DOCUMENT IS THE CREATION.DESIGN. (P)2205 @IS I I B : PROPERTY AND COPYRIGHTED WORK OF .......L. I- --- 1 OMNIPOINT COMMUNICATIONS.U.C. ANY I'j 1 DUPLICATION OR USE WITHOUT EXPRESS I' I WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICA71ON AND USE BY GOVERNMENT SOC AGENCIES FOR THE PURPOSES OF I.. \ CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE (�pec-45w-45 I' I FUNCTIONS 1S SPECIFICALLY ALLOWED. � (COINWaM TO W EMM / ADDRESSABLE AMM SYSfFM) / SITE I' I F 4BZ0023A I q I EXISTING UBRARY IN TRINITARIAN CHURCH . �. ._.... I THE BASEMENT ELM (P)DUPLEX REconAd9(lYP) LMAC COICEfISk7l SHEET TITLE (�WAD CONIMMER��` � � � _\ _\ \ \ GROUNDING RISER \ AI#1 �r�1o'-0-T-Moon EQUIPMENT IMLAYOUT SHEET NUMBER EQUIPMENT LAYOUT AND GROUNDING PLAN 2 E-2 SCALE:N.T.S. OMNIPOINT COYNUNCATIONS,INC. A MOLLY OWED SUBSIDIARY OF T-MOBILE USA,INC. WAY NORTON.NA 02766 OFFICE: (508)286-2700 FAX (508)286-2893 FLEXIBLE LIQUID-TIGHT CONDUIT(EXCEPT AT LOAM AREA PAVED AREARSES OF 1-1/2' METER BASE, USE FIGS) FROM EGB (WHEN SHOWN ON M XTON TWO COU «tto4�OtOCY we BITUMINOUS PAVEMENT GROUNDING RISER DIAGRAM) 4 " BAY STATE ML YELLOW WARNING TAPE SI FINISH GRADE 'HIGH VOLTAGE' FINISHED GRADE r SPARES BAY ( EDGE BEFORE PSAW-CUT TO AVIT GHT EVEN NG ',p :' "••:f-�. 8'GRAVEL BASE ANDREW fY�;1r•:i"i UGBKIT2 80 STATE IusKal WIG = ANTENNA MOUNT GROUND 70 GROUNDING KITS MtAt74cb piVmW4 a 12'8 GOA%CABLE 241 emPom 110.pw R COMPACTED BACKFILL GROUNDING KITS m Morwme-,MA 01752 Phq 508-229-4100 RIGID 8'MIN. O 1— 508-485-5321 COMPACTED PROCESSED CONDUITEEI m m • T T E GRAVEL, 4"MIN. ON ALL LZAPPROVALS SIDES 3'PVC SCHEDULE 40, PVC CONDUIT m CONDUITS FOR NEW 512E AS SHOWN LANDUORD 1-0' UTILITY SERVICES ON LAYOUTS CACJWELD O CADWEID LEASING RICID STEEL TO TO GROUNDING TO GROUND RING PVC ADAPTER RING (LOWER AT GROUND ROD R.F. ECB) BURIED CONDUIT DETAIL NOTE: ANDREW UGBKIT OR EQUAL WITH zaWRG HOLE PATTERN AND STANDOFFINSULATOR AND CONST SCALE:NTS CONTRACTOR 70 FIELD VERIFY EXACT LOCATION OF CONDUIT STUB-UP. EQUIPMENT BRACKETS AS SHOWN MOUNTING GROUND BAR EGB CADH�LD A/E IN CONDUIT STUB-UPSCALE:N.T.S.DETAIL ROUND RING AT GROUND ROD C ^/ SCALE:NTS 0 c MASTER �/= AgpSTFY G GROUND BAR MGB 4 - -� RA,APPASA� sa SCALE:N.T.S. Cf)No.2S096�0 � A 9F �P I R IAJ PROJECT NO: 2912.022 DRAWN BY: 77 IRK I CHECKED BY: K.B. SUBMITTALS ,I s 2 EXISTING ATTIC SPACE 4 REV 108-27-09 BUILDING PERMIT ONLY STEEL HARDWARE (Py � 7 16' � 3/4 o o® y y REV 0 08-07-09 CONSTRUCTION DRAFT Two HOLE o o ° o COMPRESSION ERM o 0 0 °,(i o o ° o THIS DOCUMENT IS THE CREATION,DESIGN, CLEAR NEAT-SHRINK 0 ° 0 ° PROPERTY AND COPYRIGHTED WORK OF 1 ®', 4 O OMNIPOINT COMMUNICATIONS,U.C. ANY NSUTATION EXTE NO o 1 KOPR SHIELD 1/4"OVER LUG AND 2' / 0 ° e 1'(MIN) Tj� (INSULATED GREEN DUPLICATION OR USE WITHOUT EXPRESS OVER CABLE INSUATION ES STRANDED WIRE TV.) WRITTEN CONSENT IS STRICTLY PROHIBITED. 1/8'(MIN) 4"(YIN) ///(((---S/S NUT HEAT SHRINK DUPLICATION AND USE BY GOVERNMENT GROUNDING CABLE A — / S/S LOCK WASHER (QEAR) CRIMP'O•TAP(IMP.) AGENCIES FOR TME PURPOSER LAWFULLY T OF GROUND BAR A / \\ CONDUCTINGREGULATORYANDAND ADMINISTRATIVE THORIZED 'ELEVATION LEGEND — __——___ —— p FUNCTIONS IS SPECIFICALLY ALLOWED. '- /2 AWG INSULATED GEEN _ ICOPPER SOLID WIRE(TYP.) Mi WASHER,IMP. MT WASHER,ttP. 1- COPPER GROUND BAR, 1/4"X a"% 20'. I �3/8"sl-1/4'FEJT BOLT LOGIC WASHER TMP, HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION ————————SLSITE 2- INSULATORSNUf,TP. WINE ETANER W1RNE55 3- 5/8'LOCK WASHERS COPPER BUS 2.•D.C.rYP. 4BZ0023A 4- WALL MOUNTING BRACKET �_ OIYO5- 5/8-11 X 1"H.H.C.S. BOLTS S/S LOCK WASHER T:�T -ROUNDNG TRINITARIAN CHURCH EXPOSED BARE COPPER TO BE GROUND 72 ELM STREET S/S BOLT BAR NORTH ANDOVER, MA 07845 KEPT TO ABSOLUTE MINIMUM, ND WED WIIN THHEUISLATIOR COOMPESSIOON ERMINAL GROUNDING CABLE GROUNDING - STANDARD (T�) TYPICAL HALO GROUND SECTION A-A DETAIL GROUND BAR______o CORNER DETAIL Q SHEET TITLE �T�. 1, ALL HARDWARE 18-B SiNNlE55 STEEL INCLUDING LOCK WASHERS, U 'DOUBLNG UP'OR'STACKING"OF CONNECTION IS NOT PERMITTED. SCALE:N.T.S. COAT ALL SURFACES WITH KOPR-SHIELD BEFORE MATING SCALE:N.T.S. I OXIDE 2. INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 2.FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER ELECTRICAL DETAILS 3. CADWELL DOW&EADS FROM UPPER EGB,LOWER EGB AND MGB. TYPICAL GROUND BETWEEN LUG AND STEEL,COAT ALL SURFACESWITH KOPR-sHIELO. BAR CONNECTIONS DETAIL 5 GENERAL LUG DETAIL 0 SCALE:N.T.S. SHEET NUMBER SCALE:N.T.S. E-3 x•10RTH ® o 4Andover No. 23 2 !� ooz 4 A K E = dover, Mass., f COCHICHE".C. 7d RATED `r BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System � n` �/ �C' BUILDING INSPECTOR THISCERTIFIES THAT............/....<............1.'............................/Y.............................................................................................. Foundation has permission to erect........................................ buildings on ...7.. ....... `(etio2s ...... ....................................... Rough .-, k si/�! to be occupied as. �Cl.� l,l . 1.✓'r. C sS..: / �`��.: �- ��........'1. �Gra14 n y .. . . m provided that the person accepting this permit shall in every respect conform tot of the application on file in Fina this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO STARTS Rough ............... ...... ..... ........... . Service ......BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke pet.