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Building Permit #Exception - 5 BOSTON HILL ROAD 5/1/2018
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION see A Permit N0: Date Received Date Issued: IMPORTANT: A licant must complete all items on this page LOCATION Print PROPERTY OWNER Unit# Print MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no 100 year-old structure yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other rfl :Sqptiq. 0 Well 0 Floodplain 0 Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: (Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: I CONTRACTOR Name: Phone: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ i Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Ni .q` . 9 ��g re atuof A ent/Ovvner Signature of contractor Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use i i I i I I i I I ❑ Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg .Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building Permit Revised 2008mi 9 T • -Mobile. 10 COMMEME WAY NORTJH.MA 02766 T- - - Mobl* le 15 COMMERCE WAY SUITE B MAX'-0N NORTON, MA 02766 BAY STATE A,chitectotei and alrime,ing S—i...PC 4DE6159A 241 9oaton Abet Road Weal BOSTON HILL Marlborough,MA 01 Phone: (509)229.4100100 Fox: (509)495-5321 MexmnTarhmn BOSTON HILL ROAD OF NORTH ANDOVER, MA 01845 SITE TYPE: ROOFTOP ENGINEER rPROJECT N0: 2923.175 GENERAL NOTES VICINITY MAP © NOBCALE SHEET INDEX PROJECT SUMMARY DRAWN BY: CHECKED BY: AL/KB 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL r =£t fir: '"; *+ N. =g�xi- SHT. DESCRIPTION REV. SITE NUMBER: 4DE6159A LAWS.ORDINANCES. RULES,REGULATIONS AND LAWFUL ORDERS OF ANY NECESSARY CONSTRUCTION CONTROL SURVEYS.ESTABLISHING AND v - NO. NO. SUBMITTALS PUBLIC AUTHORITY; MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE IMPROVEMENTS AS SHOWN HEREIN. a ' ,; T-1 TITLE SHEET 0 SITE NAME: BOSTON HILL PERFORMANCE OF THE WORK.THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH 11.THE CONTRACTOR SHALL 13E RESPONSIBLE FOR OBTAINING ALL PERMITS SITE ADDRESS: BOSTON HILL ROAD ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES. AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE. COUNTY OR LOCAL GOVERNMENT 3 ":x '�*.a A-1 ROOM PLAN 0 NORTH ANDOVER, MA 01845 2. THE ARCHCONS Cf NEER FRAVE MADE EVERY E]:FFORf TO SET FORTH IN AUTFIOR(TY. yam. tom'` THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE s - �w CONSTRUCTION OF WORK THE CONTRACTOR BIDDING THE JOB S NEVERTHELESS 12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT I`V TYPE: ROOFTOP CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND EXISTING IMPROVEMENTS, EASOJENNTS, PAVING,CURBING, ETC.CURING x Z TA �n'. A-2 ELEVATIONS dT DETAILS 0 OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM CONSTRUCTION. UPON COMPLETION OF WORK.THE CONTRACTOR SHALL COMPLETING THE PROJECT AND tMPROVE34 IS IN ACCORDANCE WITH REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION PROPERTY OWNER: BEN FARNUM REV 0 G7-13-11 FOR CON57RUCTION THE INTENT OF THESE DOCUMENTS. ON OR ABOUT THE PROPERTY. ' r�'+'^?. " �" 397 FARNUM STREET 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPON5180.ITY OF 13.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND ` 4` <; ikr ' '� NORTH ANDOVER, MA 01845 NOTIFYING(IN WRITING)THE LESSEE REPRESENTATIVE OF ANY HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRF, THIS DOLIAFENT S THE CONK DESIGN.CONFLICTS. CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF DEBRIS. RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS PROPERTY AND OOR'YPoTatIiD WORK OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT ROMNIN G ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN "�.+ s APPLICANT: T-M081LF T-MOBLE HOLDIM INF. ANY OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY CONOTOON MIO FREE FROM PAINT SPOTS, DUST,OR SMUDGES OF ANY h Ar z '" M "K �'z.. ,,R 15 COMMERCE WAY SUITE B DUPLICATION OR USE WIBWIR E>�RESS OR EXTENSIVE WORK. UNLESS DIRECTED JR WRITING OTHERNASE NATURE. ? "A '� PROMMED NORTON. MA 02766 p�jl�A�AND�BY GOVER ENT 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, 14.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS r° a ,d .r '.^`.. AGENCIES FOR THE PURPOSES OF EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED THEY APPLY TO THIS PROJECT. CONDUCTING THBR LAWFULLY AUTNORIZED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. ^t a�' .� * &ti.: REGULATORY AND ADYI18S1RAlIVE 15.THE CONTRACTOR SHALL NOTIFY THE LESSEE REPRESENTATIVE WHERE A s, *t y � FUNCTIONS IS SPEGFIDALLY ALLOWED,IF 5. THE CONTRACTOR SHALL VETT THE JOB SITE PRIOR TO THE SUBMISSION CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS.THE THIS DRAWING S NOT 24W.R IS NOT OF BILIS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE CONTRACTOR S NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION , t _ -�,.� TO SCARE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE OF THE WORK THAT S IN CONFLICT UNTIL CONFLICT S RESOLVED BY CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE LESSEE REPRESENTATIVE- S. EPRESENTATIVE8. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH 16.THE CONTRACTOR SHALL VERIFY ALL DMQRSIONS, ELEVATIONS, SITE CONSTRUCTION PRIOR TO STARTING WORK ON ANY RELY NOT CLEARLY PROPERTY LINES,ETC. ON THE JOB. DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS" 17 ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM 4DE6159A 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD.THE BOSTON HILL ACCORDING TO THE MANUFACTURER'S/ VENDOR'S SPECIFICATIONS CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL BOSTON HILL ROAD TAKE PRECEDENCE PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY NORTH MIDOA9t,MA 01845 EXCAVATION ACTIVITY: DIG SAFE SYSTEM (MA,ME, NH,RI,VT): 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION 1-888-344-7233 CALL BEFORE YOU DIG(CT): 1-800-922-4455 DOCUMENTS AT THE SITE UPDATED WTIH THE LATEST REIASKNRS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL 18.THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE SECTIONS OFD O NOT SCALE DRAWINGS SHS TITLE INVOLVED WITH THE PROJECT. MA STATE BUILDING CODE NEC, IBC/CSB SUPPLEMENT AND OTHER REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING TITLE SHEET FOR ALL CONSTRUCTION MEANS. METHODS,TECHNIQUES, SEQUENCES DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE IMMEDIATELY NOTIFY THE T—MOBILE REPRESENTATIVE IN WORK UNDER THE CONTRACT. WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE SHEET NUMBER WORK OR BE RESPONSIBLE FOR SAME. T- 1 ems`1 J .J Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ 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 ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS I Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments ` I Water & Sewer Connection/ ermit 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 f NOTES ABBREVIATIONS 1. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVA71ONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS T IT CONDU (TYP.) AOJ ADJUSTABLE NTS NOT TO SCALE WITH OWNER PRIOR TO CONSTRUCTION. 2. NORTH ARROW SHOWN ON PUNS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY TRUE NORTH APPROX APPROXIMATE OC ON CENTER T f -Mobile- AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. OTS BASE TRANSMISSION STATION Opp OPPOSITE 10 CCIWERCE WAP 3. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 4X4 UV RATED C CONDUIT P PROPOSED NORTON.IIA 02766 AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, PVC SLEEPERS(TYP.) CMU CONCRETE MASONRY UNIT SF SQUARE FOOT COUNTY OR LOCAL GOVERNMENT AUTHORITY. (ONE SLEEPER FILLED W/CONCRETE MIN. CONC CONCRETE SNT SHEET 4. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND 10'-0) COM CONTINUOUS $W SIMILAR OF RADIO ANTENNAS,TRANSMISSION LINES AND SUPPORT STRUCTURES. S. COAXAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE OWNER AND CJ CONSTRUCTION JOINT STL STEEL — IS NOT NCLUDEON THESE CONNECTION CONSTRUCTION HARDWARE TO BE STAINLESS STEEL. DWG HARDWARE TO BE PROVIDED BY OA DIAMETER TOC TOP OF CONCRETE MAX-moi ON DWG DRAWING TOM TOP OF MASONRY HOLD DOWNCLAMP 6. COORDINATION.LAYOUT,AND FURNISHING OF CONDUIT, CABLE AND ALL APPURTENANCES REQUIRED FASTENED TO 4'X 4' ECB EQUIPMENT GROUND BAR TYP TYPICAL FOR PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE WITH 3/a'X 2 1/2' EA EACH RESPONSIBILITY OF THE CONTRACTOR. LONG LAC SCREWS. VIF VERIFY IN FIELD OTHE7. PER FCC MANDATE. ENHANCED EMERGENCY(Egli)SERVILE 5 REQUIRED TO MEET NATIONWIDE CONDUIT CONNECTION DETAIL AORTIA El. ELEVATION WWF WELDED WIRE ELEC ELECTRICAL LION UNLESS WIRE VANOTED DAY STATE STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS. LESSEE/LICENSEE'S IMPLEMENTATION FABMC WI REQUIRES DEPLOYMENT NO OF EQUIPMENT AANTENNA GENERALLY DEPICTED ON THIS PLAN,ATTACHED SCALE: N.T.S. EQ EQUAL W/ WITH 70 OR MOUNTED IN CLOSE PROXIMITY TO THE On RADIO CABINETS. LESSEE RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS 70 E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES EQUIP EQUIPMENT 1 TO MEET REQUIRED SPECIFICATIONS EXISTING COAX PCS PERSONAL COMMUNICATIONS ENTRY PORT EXISTING EXISTING SERVICES Architectural and EXT EXTERIOREogi.—bg Smite.,PC d 4 a d Q EXISTING FF FINISHED FLOOR A-1 ANTENNA MARK NO. 2106 FG FINISHED GRADE ° 1EXISTING GA GAUGE R. PLATE 241 Dorian Pori Roa4 7 POWER/IELCO ph [borough.MA 01752 e ��VJJF. CALV CALVAN12EO Phone: (s5a)229-4100 1 GC GENERAL CONTRACTOR & AND F": (509)4as-5921 1 e PWOPOWR°In OOIOW FROM GWB GYPSUM WALLBOARD p AT POM AND r COLNOW IN A-1 TIOAD F71CIIiII IM PUMM p1aQ LO LONG PWOP'OSEO WB9 UNA LOW NOISE AMPLIFIER MAX MAXIMUM + r/ PlgP00Ep Im3 0104 MECH MECHANICAL AY-2 A • ' MFR MANUFACTURERIVAN S. 4 L` MG8 MASTER GROUND BAR g. .,.:»' ;:3 * ;) fSTING MIN MINIMUM t.s } PURCEL Mil METAL CARNET NIC NOT IN CONTRACT SYMBOLS AND MATERIALS , `` Cil NEW ANTENNA GROUT OR PLASTER Q EXISTING ANTENNAS GWO .•;�t';.w.e= ` ASPHALT ® EXISTING CONSTRUCTI /u� o NEW ACCESS EASEMENT 0 CONCRETE ENGINEER (� eT CONCRETE EARTH PROJECT NO: 2923.175 �'y`y l:r'i I k 4 Q ��`, ® ELECTRIC BOX VEL LIGHT POLE PLYW000 DRAWN BY: AL 4 ) SAND d d A-2 Q FND. MONUMENT CHECKED BY: AL/KS 7iG Q SPOT ELEVATION ® WOOD CONT. SET Pow © WOOD BLOCKING SUBMITTALS gQ1 REVISION � STEEL X20 ( y- GR10 REFERENCE — - V --- CENTER UNE I EXISTING CONCRETE ///���OET DETAIL REFERENCE PROPERTY UNE STEPPED FOOTING Q-- MATCH LINE REV 0 07-13-51 FOR CONSTRUCTION ° SH 0 ELEVATION 9 WORK POINT THIS DOCUMENT 6 THE CRFA7lOK OESIGN. —G— GROUND WARE PROPERTY AND COPYFAHTED WORK OF T-MOBILE HOLDINGS.NIC.. ANY DET/ COAXIAL CABLE OIIPmT*m OR USE WITHOUT EXPRESS SH/ SECTIONS WRITTEN CONSENT IS STRICTLY PRON&MO. 1,11011110: NDES FOR THE PURPOSES OF ALL_ S DETAILS OUPtM TION AND!ESE BY GMERN TENT WOOVm PSI�� WORK REM NOTE —=XO— CION LINK FENCE INC THEIR LAWFULLY JIUM 12E0 r ft II W OO V V WATER MAIN REDUTATORY AND AOM MSTRATNE Room T-MOOT FUNCTIONS IS SPECIFICALLY ALLOWED,IF VWJr VOR MFA THIS ORAWWG 6 NOT 24eXW.ITIS NOT Wml TO SCALE. 4 CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING SITE SITE CONDITIONS AND THAT WHICH IS REPRESENTED HERE. 4DE6159A BOSTON HILL BOSTON HILL ROAD NORTH ANDOVER.MA 01845 d I I SHEET TITLE I I ROOM PLAN a '6 a ° d SHEET NUMBER ROOM PLAN A- 1 SCALE: 1/2'-1'-O' r jig RBS 8102 OUTDOOR DIMENSIONS PaQPasm 1165 0102 ID7tI110lE1/T CABOET CABINET DEPTH x WIDTH x HEIGHT �p'pxp„ j� j' ' -Mobile. ______�_____ 70P OF WHIP ANTENNAS A OUTDOOR RBS 6102 27.5x51.125x57' 10 OOMMU CE WAY NORTON,MA 02766 RBS 6102 OUTDOOR WMGNT CABINET APPROX. MAX. WEIGHT MAX. BOOR LOADING OUTDOOR RBS 6102 toes LBS M/A,v®'ON RBS 8102 MNSMUM CLEARANCE DIRECTION MINIMUM CLEARANCE CABINET REAR g• $AY ST'A'TE CABINET SIDES 4' NOTE, 1.ANCHOR PROPOSED EQUIPMENT TO ABOVE THE CABINET 20• EXISTING CONCRETE SLAB PER MANUFACTURERS RECOMMENDATIONS. wrebitee—i reI rnd (E)TOWER. IN FRONT OF THE CABINET 28• eeei—in S—ioea.PC ss•—o' 241 Boston Po#Road Went McAbor nh,AAA 01752 EQUIPMENT CABINET X 15")228.4100 2 Fac (06) -5321 SCALE:N.T.S. 7 cw STAINLESS STEEL (E)CONCRETE HARDWARE WAN B. TWO HOLE COPPER COMPRESSION TERMINAL :.. CLEAR HEATEXTEN011 a MUMFIAL DISUTATION EXIOID110 L/1' 48 TOP OF ROOF OYER LUG AND 2' M LI CABLE INSING C -- GROUNDING CADLE GROUND BAR A Et EVATION LOCK WASHER.TYP. FLAT WASHER. ENGINEER TIP. NUr,TYP. 3/8Txt-1/4'HEX PROJECT NO: 2923.175 — — — — — -- — — EXISTING LOCATION OF DRAWN BYAL - T-MOBLE EQUIPMENT ON GROUND BAR EXPOSED BARE 4TH LEVEL COPPER TO BE KEPT TO INSULATION MINIMUM. CHECKED BY: AL/KB I PROPOSED m 8102 a GROUNDING CABLE AL INSULATION F -1ALLOWED WITHIN THE �Y°NDT A� SECTION a' COMPRESSION CAL) SUBMITTALS - - -- - - -- - - NOTE 1. 'DOUBLING UP'OR'STACKING'OF CONNECTION IS NOT PERMITIED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS 3. CADWELD DOWNLEADS FROM UPPER E89. LOWER EGO.AND MGD. 4 UN#=TO 60MPROP06fD GBfET TO MW MAIN =BAIL TYPICAL GROUND BAR CONNECTIONS DETAIL SCALE:N.T.S 3 REV o 07-13-11 FOR ooNSTRucT,a1 THIS DOCUMENT 5 TLE CREATION.DESIGN, PROPERTY AND COPYROM YIOPoL OF T--MOBILE HM*K S,INC.. MY EXISTING MANUAL UIPUQATION OR USE WITHOUT EXPRESS TRANSFER SWRCH WRITTEN CONSENT STRICTLY PRONIM . WNJGITION AND USE OY OOVERRMENr AGENCIES FOR THE PURPOSES OF __ _ 12V DM31KAL ALARM EXISTING CONDIICANG THE7t UWFULLY AURiOPoZED r CZ!MlT 81 3/4' CABINET REGUATORY AND AD O STRA7NE ® 1 t00A-2P NON-NETALLIC FUNCTIONSIS SPBCFICALLY���IF I CONDUIT 50A-2P THIS DRIDYBIG IS NOT 24'A367.R 1S NOT I (3)/6 R(1)IDG IN 1t CP DPIEF TO SCAM GROUND LEVEL 0O►-2P (J)/11!(1)mo N/-C SITE -• BUILT-IN GENERATOR RECEPTACLE I 4DE6159A NoIE 1 2M-,P BOSTON HILL BOSTON H NORTH EAST ELEVATION q o r 1e 20A ,P NORTH t, ROAD O 815 SCALE:N.T.S. 1 L —' I S1('JILE 7/d' 1'-0r SERV�G.RCKMI) SHEET TITLE PER ELEVATIONS MM "" LO = -0 M AL 6a & DETAILS SHEET NUMBER ONE UNE DIAGRAM 4 A-2 SCALE:N.T.S. AORTH kTownof ., . No. /v(o ' 1A- ..N .r dLAPIr over, Mass., � O COCMIC EWICK 7�p ADRATED OPS\ � S BOARD OF HEALTH Food/Kitchen Septic System PE..RMIT T D BUILDING INSPECTOR THIS CERTIFIES THAT....................:.... 4 ........ ,�I��t.I ................................. ...................................... Foundation has permission to erect......................................... buildings on -'...'s....... ,. . �.�...... Rough to be occupied as............. .��.�........S... .. ,�. ...1.�.:..:i'.......�.... ��►... .... dos MINNOW ...................................... Chimney provided that the person accepting this perm' hall n every respect conform to the terms of the application on file in Final 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 qb PERMIT EXPIRESIN THSELECTRICAL INSPECTOR UNLESS CONSTRUC ON 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 Be Done FIRE-DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Commercial Property Record Card PARCEL ID:210/107.C-0011-0000.0 MAP:107.0 BLOCK:0011 LOT:0000.0 PARCEL ADDRESS:5 BOSTON HILL ROAD FY:2011 PARCEL INFORMATION Use-Code: 432 Sale Price: 0 Book: 00000 Road Type: T Inspect Date: 08/06/1997 Tax Class: _T Sale Date: 12/31_/9.9 Page_ 0000 Rd Condition: P Meas Date: Owner: -- - is FARNUM,JOHN C Tot Fin Area: 13072 Sale Type: Cert/Doc: Traffic: M Entrance: X Tot Land Area: 9.49 Sale Valid: N Water: Collect Id: JEL Address: Grantor: Sewer: Inspect Reas: R 426 FARNUM STREET NORTH ANDOVER MA 01845 Exempt-B/L% / Resid-B/L% / Comm-B/LWO/100 Indust-B/L% / Open Sp-B/L% / COMMERCIAL SECTIONS/GROUPS LAND INFORMATION Section: ID: 101 Use-Code:432 NBHD CODE: 33 NBHD CLASS: 3 ZONE: VR -- Category Grind-Fl-Area Story Height Bldg-Class Yr-Built Eff-Yr-Built Cost Bldg ' Seg Type Code Method Sq-Ft Acres Influ-Y/N Value Class 3 1296 7.0 C 1950 1975 191,900 1 P 432 S 130680 3.000 522,740 Groups: 2 U 432 A 0 6.490 Y 12,980 Id Cd B-FL-A Firs Unt DETACHED STRUCTURE INFORMATION 1 432 1296 7 0 .__. . _ . Str Unit Msr-1 _Msr--2 E-YR-81t Grade Cond%Good P/F/E/R Cost Class Section: ID: 102 Use-Code:432 SE C 100 0.00 1983 A A ///84 200 - - SE C 192 0.00 1983 A A ///84 500 Category Grnd-Fl-Area StoryHeight Bidg-Class Yr-Built Eff-Yr-Built Cost Bldg ,AN F 100 0.00 1984 A A H184 46,400 3 3 4000 1.0 S 1980 1980 113,000 C4 F 130 0.00 1984 A A ///84 1,200 Groups: AN F 100 0.00 1984 A A ///84 46,400 3 Id Cd B-FL-A Firs Unt AN F 100 0.00 1984 A A ///84 46,400 3 1 432 4000 1 0 AN F 100 0.00 1984 A A ///84 46,400 3 AN F 100 0.00 1984 A A ///84 46,400 3 AN F 100 0.00 1984 A A ///84 46,400 3 VALUATION INFORMATION Current Total: 1,025,700 Bldg: 490,000 Land: 535,700 MktLnd: 535,700 Prior Total: 1,025,700 Bldg: 490,000 Land: 535,700 MktLnd: 535,700 Sv JOCL4MM 1 �, OWY1?� : .Sohn �,rYl UM � LC cc- p1_C/ c�/ 10TC /001/ 10000 • pp (� ofnt new � CID-) Parcel ID:210/107.C-0011-0000.0 as of 5/27/11 Page 1 of 2 Client#: 708425 MAXTOTEC ACORDT. CERTIFICATE OF LIABILITY INSURANCE D05/13111�YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Svcs of RI/CL PHONE ( 401 372-1123 FAX A/C,No AIC No, o Ext): 877-484-4772 475 Kilvert Street E-MAIL ADDRESS: Suite 300 PRODUCER CUSTOMER ID M Warwick, RI 02886 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A:Starr Surplus Lines Insurance C 13604 Maxton Technology, Inc. 241 Boston Post Road West INSURER B:Starr Indemnity&Liability Com 38318 INSURER C:RSUI Indemnity Company 22314 Marlborough, MA 01752 INSURER D:Federal Insurance Company 20281 INSURER E:Nautilus Insurance Company 117370 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL ISUBR POLICY EFF POLICY EXP LIMITS NSR WV POLICY NUMBER MM/DD/YYYY MM/DDIYYYY A GENERAL LIABILITY BINDER6344002 5/15/2011 05/15/2012 EACH OCCURRENCE $1,000,000 DAMAGE X COMMERCIAL GENERAL LIABILITY PREMISESOEa oRENTED $100,000 CLAIMS-MADE FXI OCCUR MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- X Loc 4 Deductible $$5,000 B AUTOMOBILE LIABILITY BINDER6346811 5/15/2011 05/15/2012 COMBINED SINGLE LIMIT (Ea accident) $ X ANY AUTO 1000000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE X HIRED AUTOS (Per accident) $ X NON-OWNED AUTOS $ $ B UMBRELLA LIAB X OCCUR BINDER6320401 5/15/2011 05/15/2012 EACH OCCURRENCE $6,000,000 C EXCESS LIAB CLAIMS-MADE BINDER6388560 5/11/2011 05/15/2012 AGGREGATE $6,000,000 DEDUCTIBLE $4,000,000 RETENTION s41000,000 D WORKERS COMPENSATION X BINDER6346608 5/15/2011 05/15/2012 X WC ST LIMIT OTH- S ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEYIN E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? � N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Prof Liab- BINDER6269985 5/1112011 05115/201 $5,000,000 Pollution Liab $5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) EVIDENCE OF INSURANCE GL,Auto:Additiional insured as per written contract or agreement. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN MAXTON TECHNOLOGY,INC ACCORDANCE WITH THE POLICY PROVISIONS. FOR INSURANCE PURPOSES ONLY AUTHORIZED REPRESENTATIVE 0 1988-2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 2 The ACORD name and logo are registered marks of ACORD #S5672444/M5671060 SLWCB � I DESCRIPTIONS (Continued from Page 1) GL,WCO: Blanket Waiver of subrogation as per written contract or agreement. GL: Coverage is primary and non contributory. Excess Liability: Follow form. I AMS 25.3(2009/09) 2 of 2 #S5672444/M5671060 Massachusctts- Department of Public Sarco' V I Board of Building Regulations and Standards. CUftstrubtron Supervisor License License: CS 88703 ReMticted to: 00 KEVIN CUNNINGHAM , I • 29 HALE RD STOW, MA 01715 �i--G- -�-- Expiration: 1019/2011 (' mm Fsvinner Tr#: 5096 the"mmonwegsrn olmasswAmwim ' - Department ofAdusfdat,decidents Ohl"of Invesdgadons 600 Washington.Sdeet. Boston,MA 02111 www.mass.gov/dla Workers'Compeusation Insurance Affidavit:Builders/Contractors/Electridans/Plumbers Applicant Information Please Print Lep=_ibly Name(Business/organizationandivi&g)•. M&6�- :1e6)on�(nq(A Address: Sos\r '�try u. City/State/Zip: Phone#: �\J\Cl Are you an employer?Check the-appropriate box: Type of project(required).• 1.91�am a employer with �L,�J C) 4. 111 am a.general contractor and I G. employees(full and/orpart tune).* bavehired the sub-contractors New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7. [)Remodeling ship and have no.employees These sub-oonfractors have 8. n Demolition working for me in any capacity. workers'comp.insurance. 9. Q—Whilding addition [No workers'comp.insurance 5. ❑ We area corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I LEI Phmrbiag repairs or additions myself.[No workers'comp. c.152,§1(4),and we have no 12.Q Roofrepairs insurance required.)t employees.[No workers' 13.n Other comp..insurance required.] *Any applicant that checks box fl i mast also fill out the section below stowing their workers'awV anation policy infbrmation: 1 H meowns who submitthis affidavit indicatiog they we doing 91 work and then hie outside contractors must submit a new affidevit indi=tiag such. VAntiacbrs tha;check this box must attwbed as additional sheet abowing the name of the sub•oontratt=and their woflo ts'comp.policy information. .I.am an employer that isprovUlng workers'compensation insurance for my employees. Below is thepolky andjob site Information. Insurance Company Name: Polley#or Self-ins.Lia#: ,ori e-r ;v,,�w f uo x Bxpiration Date. Job Site Addrtss: !4 Z� CSty/State ft:. Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.452 can lead to Poe imposition of cmminalpanal-, of a flue up to$1,500.00 and/or one-year imprisonment as well as civil penalties in�e form of a STOP WORK ORDER and a fine of tip to$250.00 a day against.the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for iasurnnce coverage verification. Ido hereby certify under the pains and noldes otfpeft that the information provided above k true and correct S' fine: AADater 5 l 0ffleld use only. Do not write in this area,to be completed by city or town offx ak City or Town: PernflMeense# Issuing Authority(circle one): k. 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing inspector 6.Other Contact Person: Phone#: i .a. a -Mobile-- i T-Mobile Northeast LLC, a subsidiary of T-MOBILE USA, INC. 15 Commerce Way, Suite B, Norton, MA 02766 VIA FEDERAL EXPRESS May 27, 2011 I Benjamin Famum 426 Farnum Street North Andover, MA 01845 Re: Upgrading of T-Mobile Equipment—Tmobile Site ID#4DE6159A Dear Mr. Farnum: T-Mobile Northeast LLC,a Delaware limited liability company, successor in interest to Omnipoint Communications Enterprises, Inc. ("Tenant")entered into a Building Lease Agreement dated July 17, 1997, for a site located at 5 Boston Hill Road,North Andover,MA(the "Property")to install telecommunications equipment as defined therein on the Property. Landlord consent to modifications of the Antenna Facilities is required.T-Mobile Northeast LLC requests consent to add one additional cabinet to the existing leased area and remove boosters. Please anticipate our Modification Department contacting you in the coming weeks to schedule access. I have also included a letter of authorization for signature to be filed with the town in the event the building inspector deems it necessary to pull a building permit for the work. Please sign and return with this consent. If you accept the terms of the Acknowledgement and Consent Letter set forth above, please sign and date the acknowledgement below and either mail or email to me or fax to my attention at 508-230-5453.Thank you for your cooperation in this matter. Should you have any questions please do not hesitate to contact me. Sincerely, Acknowledged,Accepted and Agreed: By: a Sue Masse Maxton Technology Print Name: Benjamin Famum Agent for T-Mobile 241 Boston Post Rd. Title: Owner Marlborough,MA 01759 Cell: 401-533-3835 Date: susan.masse@maxtontech.com ericsson. com RBS Description RBS 6102 DESCRIPTION yy A 1 SYo��'gis/s2..drd`dg g 4�f � w{ t➢£ S jt- y 5 r 44 33 p i 99 S L 3 F EFf tF-t 3 Sui 4.553kt 2 in g. 2 fr i1 dh Y-s -tij SY jkd t i Sgd 7 t P fg t 4 ; te31 3 � j S S E 211551-LZA 701 6001 Uen H RBS Description 3 Technical Data This section describes the physical characteristics, environmental data, and the power supply of the RBS. 3.1 Dimensions Table 1 lists the dimensions, weight, and color of the RBS. Table 1 Dimensions, Weight, and Color Dimensions Height 1450 mm Width 1300 mm Depth 700 mm More information about dimensions can be found in Figure 2. Weight RBS standard equipped,without backup hatteries 330 kg Color Grey Reference number: RAL 7035,gloss ! 1300 i I 1450 i ! i I p I i I i i 1 � I i 700 Ge0302A Figure 2 Dimensions 4 2(1551-LZA 701 6001 Uen H 1 2410-11-08 Technical Data 3.2 Space Requirements This section describes the RBS space requirements and use. 3.2.1 Minimum Distances Minimum distances to provide adequate working space and to ensure sufficient airflow can be found in Figure 3 and Figure 4 . 200"' 50— 50- 100' 100' 700 i G.0303A Figure 3 Earthquake and Climate Requirements 2%1551-LZA 701 6001 Uen H 1 2010-11-08 5 i I i BAY STATE DESIGN July 14, 2011 Ms. Justine Twofoot i Project Manager Maxton 241 Boston Post Rd W Marlborough,MA 01752 Ref: T-Mobile Site 4DE6159A—Boston Hill Boston Hill Rd North Andover,MA 01845 Dear Ms.Twofoot: As requested,Bay State Design (BSD)performed a structural assessment of adding a RBS 6102 outdoor cabinet in the existing equipment area within the building. The existing T-Mobile equipment is located on the 4`h floor of the building.The proposed RBS 6102 cabinet will be located in the same area as shown on the construction drawings dated July 13,2011. Based on our site visit and investigation it is our conclusion that the building will have the capacity to support the proposed RBS cabinet as described in the scope of work and shown on the construction drawings. If you have any questions,please contact our office. Sincerely yours, OF i. IV FILEV c�v� �lil 1ij Ivan Filev Director of Engineering i i i Bay State Design; Inc. 241 Boston Post Road West Marlborough,MA 01752 Tel.(508)229-4100 Fax(508)485-5321 www.BayStateDesign.com T - -Mobile- 10 COMMERCE WAY NORTON,MA 07766 T mMobl* lem 15 COMMERCE WAY SUITE B M,&,X®-oN NORTON, MA 02766 BAY STATE Are°iteet—I and Engineering Service..PC 4DE6159A 241 Fb>,on Post Road West BOSTON HILL Phon-r°u506)22°,152 Phone: (508)ZZ8-1100 Fox: (508)185-5321 MaaYoe7seAcom BOSTON HILL ROAD OF NORTH ANDOVER, MA 01845 MAN let. SITE TYPE: ROOFTOP ENGINEER PROJECT 140: 2923.175 GENERAL NOTES VICINITY MAP © No80*12 SHEET INDEX PROJECT SUMMARY �`"" e1'` " 1. M SMM ONE ALL NM=AND OOMPLY Ste'10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL � � : CHECKED BY. AL,/KB ? CES, L NECESSARY CONSTRUCTION CONTROL SURVEYS,ESTABLISHING AND '� ;i NO. DESCRIPTION SITE NUMBER: 4DE6159A NONO.. — A r�T MUS �� �� MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL +' n SUBMITTALS ANO� STATE SAL O T IMPROVEMENTS AS SHOWN HEREIN. SITE NAME: BOSTON HILL rjw= 1w WOW NI O `f P�Gt r T-1 TITLE SHEET 0 ARC IM S LLED WAL SE IN SMV ACCORDANCE WITH 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS SITE ADDRESS: BOSTON HILL ROAD ALL E CES. AND INSPECTIONS WHEAT MAY BE REQUIRED FOR THE WORN BY THE �RWENQNEER,THE STATE.COUNTY OR LOCAL GOVERNMENT °` _ A-1 ROOM PLAN 0 NORTH ANDOVER. MA 01845 Twcown=SCOPERrtVv ON R THE Nk�®RAWM 12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT t - r TYPNSTRLK:TION ROOFTOP ONS TI T 3NTdt7R' AM OWNG IMPROVEMENTS. EASEMENTS. PAVING. CURBING, ETC.DURING ! A-2 ELEVATIONS & DETAILS 0 � � � FROM CONSTRUCTION. UPON COMPLETION OF WORK.THE CONTRACTOR SHALL :� PROPERTY OWNER: BEN FARNUM G: E S IN A REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ';9n r '�$. ON OR ABOUT THE PROPERTY. }:� a r,yr - ,,L, FEV O 07-15-11 FOR kac� 397 FARNUM STREET 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF 13.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND NORTH ANDOVER, MA 01845 NOTIFYING (IN WRITING)THE LESSEE REPRESENTATIVE OF ANY HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT. Y r, '�1aa THIS DOCUMENT S THE CREATION,DESIGN. CONFLICTS, ERRORS,OR OMISSIONS PRIOR TO THE SUBMISSION OF DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS ,�" -E '. '{ a �t s ": PROPERTY AND COPYRIGHTED WORK OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK IN THE EVENT REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN ,Y. ',� x APPLICANT: T–MOBILE T–MOBILE HOLDNGA W ANY OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY CONDITION AND FREE FROM PAINT SPOTS,OUST.OR SMUDGES OF ANY ! Era" 15 COMMERCE WAY SUITE B M,MICKTION if TOR EX . OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE NATURE 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, 14.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS TS AS .� NORTON. MA 02766 pUIEFOR THE AND USE BY AGENCIES POSES OF EN EQUIPMENT, LABOR AND ALL OTHMATERIA S AND LABOR DEEMED THEY APPLY TO THIS PROJECT. �..`� �' '2 � v` � a CONDUCTING THEIR LAWFULLY AUDIGR�D �� r .h ;` REGULATORY AND MMINISIRVIVE NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 15.THE CONTRACTOR SHALL NOTIFY THE LESSEE REPRESENTATIVE WHERE A - g, `' FUNCTIONS S SPECLFMALLY ALLOWED.IF S. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS.THE 1111S DRAWING S NOT 24'X36',R S NOT OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION TO SCALE OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT S RESOLVED BY FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE LESSEE REPRESENTATIVE 8. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH 16.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS. SITE CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY PROPERTY LINES. ETC.ON THE JOB. DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS' 17.ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM 4DE6159A 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD.THE BOSTON HILL ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL BOSTON HILL ROAD PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY NORTH ANDOVER,MA 01"S TAKE PRECfVENCE EXCAVATION ACTMTY: DIG SAFE SYSTEM (MA,ME. NH,Po,VT): 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION 1-888-344-7233 CALL BEFORE YOU DIG(CT): 1-800-922-4455 DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS MID 18.THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE SECTIONS OF PERSONNEL OR CLARIFICATIONS AVAILABLE FOR THE USE ELY ALL D O NOT SCALE D RAW I N G S SHEET TITLE PERSONNEL INVOLVED WITH THE PROJECT. NA STATE BUILDING CODE NEC. IBC/CSB SUPPLEMENT AND OMEN REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. 9. ECT DDESCRRIIBED HERQNNTRACTOR�CONTRACTOR SHALL BE SOLELYSUPERVISE AND DIRECT THE RESPONSIBLECONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING TITLE SHEET FOR ALL CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE IMMEDIATELY NOTIFY THE T-MOBILE REPRESENTATIVE IN WORK UNDER THE CONTACT. WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SHEET NUMBER T- 1 _ a NOTES ABBREVIATIONS I. ALL DIMENSIONS SHOWN THUS t ARE APPROXIMATE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL DIMENSIONS CONDUIT T Mobile WITH OWNER PRIOR IC CONSTRUCTION. (TMP•) AOJ ADJUSTABLE NTS NOT TO SCALE APPROX APPROXIMATE OC ON CENTER I. NORM ARROW SHOWN ON PLANS REFERS 70 TRUE NORTH. CONTRACTORBEORST SHALL VERIFY TRUE NORTH BTS BASE TRANSMISSION STATION OPP OPPOSITE 10 COMMERCE WAY AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARRING CONSTRUCTION. I THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 4.4 LIV RATED C CONDUIT P PROPOSED NORTON.ITA 02766 AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENONEER, THE STATE, PVC SLEEPERS(TYP•) CMU CONCRETE MASONRY UNIT SF SOUARE FOOT COUNTY OR LOCAL GOVERNMENT AUTHORITY. (ONE SLEEPER FILLED CONC CONCRETE SHi SHEET W/CONCRETE MIN. 4. ANTENNA MOF RADIO SHALL,T CONDUCTED LI FIELD SUPS RT STRUCTURES. IN THE ASSENf1LY AND 10'-0) CONT CONTINUOUS SIM SIMILAR ERECTION OF RADq ANTENNA$,TRANSMISSION LINES AND SUPPORT STRUCTURES. S. COAXCABLE CONNECTORS AND TRANSMITTER CJ CONSTRUCTION JOINT 5% STEEL 6 DOCUMENTS- SHALL RE PROVIDED BY THE OWNER AND ON DIAMETER TOC TOP OF CONCRETE MA�\'TON NOT INCLUDEDIN THESE CONSTRUCTION DOCUMENTS.ALL OTHER HARDWARE 70 BE PROVIDED BY THE CONTRACTOR.ALL CONNECTION HARDWARE TO BE STAINLESS STEEL. DWO DRAWING TOM TOP OF MASONRY HOLD DOWN CLAMP ECB EQUIPMENT GROUND BAR TYP TYPICAL S. FOR PROPER INSTALLATION AND FURNISHING C OF DTELCONDUIT.CABLE AND ALL APPURTENANCES t1EQWREO FASTENED TO 4-X 4' FOR PROPER INOF THE C OF ELECTRICAL AND Tp.ECOYNUNK'ATKN1 SERVICE SHALL BE THE SOLE WITH 3/B'X 2 1/2' RESPONSIBILITY OF Tiff CONTRACTOR. gT T7 ♦� LONG LAC��. EA � EACH Vif VERIFY IN FIELD 7. PER FCC MANDATE,ENHANCED EMERGENCY(E911)SERVICE 1S REQUIRED TO MEET NATIONWIDE CONDUIT CONNECTION DETAIL NORTH ELEC ELECTRICAL LON UNLESS OTHERWISE NOTED gpy STATE EL ELEVATION WWF WELDED WORE FABRIC STANDARDS FOR WIRELESS COMMUNICATIONS A SYSTEMS. NER$EE/UC DEPICTED IMPLEMENTATION SCALE: N.T.S. EO EQUAL w/ WITH REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNA GENERALLY OERCTEO ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE BTS RADIO CABINETS. LESSEE RESERVES THE RIGHT EQUIP EQUIPMENT i TO MAILS REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES EXISTING CT EXISTING EXISTING SERVICES COAX PCS PERSONAL COMMUNICATIONS ENTRY PORArcGilac1u r41 and 70 MEET REQUIRED SPEGIFlGTIONS. d p EXr EXTERIOR Eagiaa—g S—iaca.PC p 4 p EXISTING FF FINISHED FLOOR A-1 ANTENNA MARK NO. 2108 FG FINISHED GRADE d ' a EXISTING GA GAUGE It PLATE Marlb241 Boston Poal Rood weal Mann:ro tSA MA 01752 2r-0s VJf POWER/TELCO GW GALVANIZED Poona: (509)229.4100 (508)455-5321 i GC GENERAL CONTRACTOR AND Fax:Ahcton7la k— P110POOm to OOFROM—,, GWB GYPSUM WALLBOARD o AT 1 FM AIN r IBIMIL UND MR A W MMIT4aMM 1 m LG LONG I.NA LOW NOISE AMPLIFIER }, MAX MAXIMUM �\IvN OF-,47.Q"(.'` ePNOP06>eD MS 6102v MEOW MECHANICAL M2 / •• MFR MANUFACTURER IVAN S. G p ` MG8 MASTER GROUND BAR .o� FiLD*I rt' / ♦ / MIN MINIMUMQ STRUCTU .AI�L i, PURCEL MTI. METH.-EXISTING No.��n I NET NIC NOT IN CONTRACT y , SYMBOLS AND MATERIALS C3 NEW ANTENNA GROUT OR PLASTER Q EXISTING ANTENNAS GWB i"r+••: • \� ASPHALT EXISTING CONSTRUCTI E3 NEW ACCESS EASEMENT 0 CONCRETE ENGINEER CONCRETE _���_�✓a_a�� EARTH PROJECT NO: 2923.175 p e ELECTRIC BOX P.:t' GRAVEL LIGHyti PLYWOOD DRAWN BY: --L d Sf� p d A-2 Q FND.END. POLE MONUMENT � SAND rCHECKED BY: AL./KB SPOT ELEVATION ® WOOD CONT. A SET PONT © WOOD BLOCKING SUBMITTALS Qt REVISION S 0- � STEEL EXISTING CONCRETE CARO REFERENCE CENTER UNE WALLS DETAIL REFERENCE PROPERTY UNE Lir--+n STEPPED FOOTING d �— MATCH LINE REV 0 07-13-11 FOR CONSTRt1CTiON SH D ELEVATION WORK POINT THIS DOCUMENT 6 THE C1FAlON.DESIGN, —G— GROUND WIRE PROPERTY AND COPvtT1CNfED WORK OF T-MOBILE HOLODLCS,RLC.. ANY DET/ COAXIAL CATTLE DUPLICATION OR 115E YRTHOUT EXPRESS SH/ SECTIONS WRITTEN CONSENT 5 SIRICILY PROHIBITED Mom91 OETNLS DUPUCIITIDN AND USE BY GOVERNMENT ALL DE8R1!AN ORW O —x—x-- CHAIN LINK FENCE AGENCIES FOR THE PURPOSES OF �� YTO aL I � / WORK ITEM NOTE WATER MAIN GComxjcI RAN TTORY AN ADMINI ATHEIR LAWFULLY�TNEE O�INO T-HONE FUNCTIONS M SPECIFICALLY ALLOWED.If oxwww A111% THIS DRAWING IS NOT 24NW.R IS NOT fim TD SCALE. p CONTRACTOR TO IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES 8E7WEEN THE EXISTING SITE SITE CONDITIONS AND THAT WHICH IS REPRESENTED HERE. 4DE6159A BOSTON HILL BOSTON HILL ROAD NORTH ANOOVER MA 01845 I 1 d I t SHEET TITLE I � ROOM PLAN d p SHEET NUMBER ROOM PLAN SCALE: 1/2-•1'_O- f, 1 / A- 1 1 t/r_ r-w RBS 8102 Ou1DOOR IMMENSIONS5PRgPosEn RBS stD2 CIMENSNM T Mobile CABINET DEPTH x WIDTH x HEIGHT 21 ■ ■ ■ 27.5'x51.125 z57' ______�_____ TOP OF WHIP ANTENNAS t A OUTDOOR RBS 6102 10 COMMERCE WAY NORTON.MA 02766 RBS 6102 OUTDOOR WERM CABINET APPROX. MAX.=WEIGHT FLOOR LOADING w�_,3� OUTDOOR RBS 6102 1028 LBS MAXI ON RBS 6102 MING" CLE41RMICE DIRECTION MINIMUM CLEARANCE CABINET REAR B• BAY STATE CABINET SIDES 4• NOTE; 1.ANCHOR PROPOSED EQUIPMENT TO ABOVE THE CABINET 20- EXISTING CONCRETE SLAB PER MANUFACTURERS RECOMMENDATIONS wrcbiteeta nl aad (E)TOWER. IN FRONT OF THE CABINET 28- eaala..€mx S. k—PC 241 Barton Pa%.Rawl West Ma/1bo.ough:MA 01742 EQUIPMENT CABINET `ft)4$-5100 2 Fac Oft)4A4.3321 SCALE:N.T.S. Aftxftorfmo� STAINLESS ST (E)CONCRETSTEEL HARDWARE WALL IVAN COMPRESSION TWO HOLE COPPTERER INAL ff CLEAR MEAT-SHRINK NSUUATION DITIMNC 1/4' W Af --------- TOP OF ROOF OVER LUG AND YOVER m; CABLE DING ON GROUNDING CABLE GROUND BAR A ELEVATION LOCK WASHER.TYP. TWASHER. ENGINEERTYP.YP. NUT,TYP. 33/a'xt-1/4-HEX PROJECT NO: 2923.175 — — — — — — — -_ EXISTING LOCATION OF DRAWN BY: AL� T-MOBILE EQUIPMENT ON GROUND BAR 7 EXPOSED BARE 4TH LEVEL COPPER TO BE KEPT rM ABSOLUTE MINIMUM. CHECKED BY: "B GROUNDING CABLE NO INSULATION F _1PROPOSED RBS 6102 2 ALLOWED WITHIN THE A' SECTION !&— TTERMINNAALLSION 0—CAV.) SUBMITTALS - - '- - - - - - NOTE: I. 'DOUBLING UP'OR 'STACKING'OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS 3.CADWELD DOWNLEADS FROM UPPER EGM LOWER EGO,AND MGB. 4.UXlO�BBM10 LIIIO(IM PROPOSED CASIM 70 OOSIBNI MINN TYPICAL GROUND BAR CONNECTIONS DETAIL SCALE:N.T.S. 3 REV o 0�-13-11 FDR oonsmucrNDN THIS DOCUMENT IS THE CREATION.OESIGN, PROPBRY AND COPYRIpRED WORK OF T-MOBILE HOLDINGS,INC- ANY EXISTING MANUAL DORIGUIDN OR USE WITHOUT EXPRESS TRANSFER SWITCH WRTREN CONSENT 6 STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF 12Y EXTERNAL ALARM EXISTING CONDUCTING THEIR LAWRILLY AUTHORIZED CIRCUIT IV 3/4' CABINET REGULATORY AND ADMINISTRATIVE ® ODA-;- NON-METN.LIC FUNCTIONS IS SPECFIGILLY ALLOWED.IF CONDUIT THIS DRAWING 6 NOT 24'XJ6',R 6 NOT SOA-2P (3)/8 h(1) /BG IN 1'C 1PROPOSED TD``CA GROUND LEVEL I eDA-GP I (3)/6!(1)/6O N 1-0 SITE ELEV.: - BUILT-IN ,� 4DE6159A NOTE I 2OA-IP I BOSTON HILL BOSTON NORTH ANDOVER, ROAD 615 NORTH EAST ELEVATION q o 4: r tr I 2DA iP SCALE:N.T.S. 1 W I/�A■� I,--W PER NEPER NEC GROUND - SHEET TITLE IN ELEVATIONS TW EXRT6qAD LOON IIAN E R%VM D THE ADDITENAL WA ,C FMWJ"E 11E 100A 2-+PA1n To aE UPap.*= & DETAILS SHEET NUMBER ONE UNE DIAGRAM 4 A-2 SCALE:N.T.S. * 1e T - -Mobile- 10 COMMERCE WAY T ■ ■ mobi ■ MORTON MA 02766 M/ .��\ETON 15 COMMERCE WAY SUITE B NORTON, MA 02766 BAY STATE Archils ct.r.l ..d B.y—i.t 3—i-,PC 4 D E 6159A 24 1 Floatm Pbs1 Road WM1 BOSTON HILL Marlborough.fOu60)2 01702 PMn.: �.:::.:.,228-.TUU F.. {508)405-5921 BOSTON HILL ROAD OF NORTH ANDOVER, MA 01845 lvm S. FILEV SITE TYPE: ROOFTOP PROJECT NO: 2923.175 GENERAL NOTES VICINITY MAP © ►� E SHEET INDEX PROJECT SUMMARY DP"W"' CHECKED BY: "0 I. THE,ONTRACTORRDINANCE SHALL SNE ALL NOTICREGULATIONS AND COMPLY WITH ALL 10.THE CONTRACTOR CONSTRUCTION BE RESPONSIBLE FOR ESTABLISHING ALL SIT. DESCRIPTION �' SITE NUMBER: 4DE6159A uws, AUTHORITY. RULES, L AND ITILIT AND LAWFUL ORDERS of ANY NECESSARY CLL LINES AN CONTROL SURVEYS.ESTABLISHING AND NO. NO. SUBMITTALS PUBLIC CAL AN IIY, MUNICIPAL AND UTILITY COMPANY SPE N THE ONS. MAINTAINING ALL LINES AND GRAINS REQUIRED To CONSTRUCT ALL AND LOCAL AND SATE JURISDICTIONAL WO COPES BEARING ON THE IMPROVEMENTS AS SHOWN HEREIN. T-1 TITLE SHEET 0 SITE NAME' BOSTON HILL PERFORMANCE OF THE WORK THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN SITICf ACCORDANCE WITH 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS SITE ADDRESS: BOSTON HILL ROAD ALL APPLICABLE CODES, REGULATIONS,AND ORDINANCES. AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE 2. THE "WE MADE EVERY EFFORT TO YET FORTH 44 ARp1 MNEER.THE STATE.COUNTY OR LOCA.GOVERNMENT A-1 ROOM PLAN 0 NORTH ANDOVER. MA 01845 ` TES 12.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT CONSTRUCTION N BF DOTING ROVEEENIB.EASEMENTS. PAVING.CURBING, ETC.DINING A-2 ELEVATIONS Nh DETAI S 0 �E' ROOFTOP LA§T @ffimm - RK CONSTRUCTION. UPON COMPLETION OF WO .THE CONTRACTOR SHALL T1 CE REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION PROPERTY OWNER: BEN FARNUM REV 0 07-13-11 FOR CON MRucnON ON OR ABOUT THE PROPEITIN. 397 FARNUM STREET NORTH ANDOVER. MA 01845 THIS DOCUMENT IS THE CREATION.DEZK 3. O TR 13.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND PROPERTY AND COPYRIGHTED MDIIN OF RG SIN A € HAZARD RUB DINING REMOVE EQUIPMENT AND DISPOSE OF ALL DIRE, T-110811E COPYRIGOLOPM IND. ANY 'T s,, '#� DEBRIS,RUBBISH AND REMOVE EOUBIMENT NOT SPECIFIED AS COT S P °L OR E OF REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN ,,• APPLICANT: 5 COMMERCE WAY SUITE B ES CO TOR Y CONDITION AND FREE FROM PNMT SPOTS.NST.OR SMUDGES OF ANY DUPLICATION OR USE WIRgLR E7PIffSS OR INWRITM Orromm NATURE NORTON, MA 02766 WRITTEN STRICTLY MISTED. DUPLICATIONNiD USE BY ODrfd 4. THE SCOPE OF WORK STALLINCLUDE FURNISHING ALL MATEINS, 14.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS AGENCIES FOR THE PURPOSES OF EQUIPMENT,LABOR AND ALL OTER MATER4LS AND LABOR DEFIED THEY APPLY TO THIS PROJECT. CONDUCIIIG TIER LAXRRLY ARMOR® NECESSARY TO COMPLETE THE WOIBC/PROJECT AS DESCRIBED HEREIN. REGULATORY AND ADMINISTRATIVE 1S,THE CONTRACTOR SHALL NOTIFY THE LESSEE REPRESENTATIVE WHERE A FUNCTIONS 5 SPBCFICALLY ALLONEA IF 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS THE THIS DRAWING 5 NOT 24')Q6.RIS NOT OF SOS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORION TO SCME FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE LESSEE REPRESENtATNE s _ 8. THE CONTRACTOR SHALL OBTAIN AUIHOR17A710N TO PROCEED WITH 18.THE CONTRACTOR SHALL VERIFY ALL OWEIVSIONS,EFVATIONS, SITE CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY PROPERTY LINES,ETC.ON THE JOB. DEFINED BY THE CONSTRUCTION DRAWANGS/OoMRAcr DocLuDim 17.ALL UNDERGROUND UTILITY WORIMON WAS DETERMINED FROM 4DE61 59A 7. THE CONTRACTOR SHALL INSW.L ALL EQUIPMENT AND MATERIALS SURFACE NVESRGATIONS AND EN69NiG PLANS OF RECORD.THE ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNDERGROUND UTESI THE FIELD BOSTON HILL UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES p� a WORK CALL THE NNOFORALL BOSTON HILL ROAD TAKE P PREF NOTIFICATION 72-MM PRIOR TO ANY NORTH ANDOVER,MA 01815 EXCAVATION ACTIVITY:On SAFE SYSTE7M(MA,ME.NH.RI.M 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION 1-888-344-7233 CALL BEFORE YOU 00(CT): 1-800-922-4455 DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS ALL MID ADDENDlIMS OOR CLARIFICATIONS AVAILABLE FOR THE USE BY A 1&THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE SECTIONS OF DO NOT SCALE DRAWINGS SHS TITLE PERSONNEL INVOLVED WITH THE PROTECT. MA STATE BUILDING CODEEC,NIBC/CSB SUPPLEMENT AND OTHER REQUIREMENTS OF AUTHORITY HAMA JURISDICTION. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DLSCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING TITLE SHEET FOR ALL CONSTRUCTION MEANS. METHODS.TECHNIQUES.SEQUENCES DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL AND PROCEDURES AND FOR COORDINATING ALL PORTIONS of THE IMMEDIATELY NOTIFY THE T-MOBILE REPRESENTATIVE IN WORK UNDER THE CONTRACT. WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SHEET NUMBER T- 1 NOTES ABBREVIATIONS I. ALL DIMENSIONS SHOWN THUS S ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VEPoFr ALL DIMENSIONS CONDUIT(TYP,) ADJ ADJUSTABLE WS NOT TO SCALE 1 ■ -Mobile- AND OWNER PRIOR TO CONSTRUCTIOFL ' 2. NORTH ARROW SHOWN ON PIANS REFERS N TRUE NORTHCONTRACTOR SHALL VERIFY TRUE NORTH APPROX APPROXIMATE OC ON CENTER /��BTS BASE TRANSMISSION STATION OPP OPPOSITE 10 COMM WAY ANO INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING CONSTRUCTION. 3• THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 4.4 W RATED C CONDUIT P PROPOSED NORTON,NA 02766 AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, PVC SLEEPERS(TYP.) CMU CONCRETE MASONRY UNIT SF SOUARE FOOT COUNTY OR LOCAL GOVERNMENT AUTHORITY. (ONE SLEEPER FILLED CONCRETE MIN. CONC CONCRETE SW SHEET !. ANTENNA INSTALLATION SHALL CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND 10w'-/O) ERECTION OF RADIO ANTENNAS,.TRANSMISSION ONES AND D SUPPORT STRUCTURES. CONT CONTINUOUS SON SINRAR S. COAXIAL CABLE CONNECTORS AND TRANSMITTER DOCUMENTS- A SHALL BE PROVIDEDBY THE OWNER AND DIA DIAMETER TOC TOP OF CONCRETE MAX-6 ON IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS.ALL OTHER HARDWARE HOLD DOWN CLAMP CJ CONSTRUCTION JOINT m STEEL 70 BE PROVIDED BY THE CONTRACTOR.ALL CONNECTION HARDWARE TO BE STAINLESS STEEL. DWG DRAWING TOM TOP OF MASONRY © S. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FASTENED TO 4'X 4' ECB EQUIPMENT GROUND BAR TYP TYPICAL FOR PROPER INSTALLATIONOF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WITH 3/5'X 2 1/2' EA EACH VIF VERIFY IN FIELD LONG LAG SCREWS F� T ELEC ELECTRICAL LION UNLESS OTHERWISE NOTED BAY STATE 7. PER FCC MANDATE.ORWI ENHANCED EMERGENCY(E911)SERVICE Ya REQUIRED S MEET IMPLEMENTATION CONDUIT CONNECT ION DETAIL 0 NORTH EL ELEVATION WWF WELDED WIRE FABRIC STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS. LESSEE/LICENSEE'S N THIS PLAN. SCALE N.T.S. EO EOVAL w/ WITH REOOR M DEPLOYMENT OF E PROXIMITY AND ANTENNA RADIO CABINETS. DEPICTED ON THIS PLAN,ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE BTS RApp CABINETS. LESSEE RESERVES THE PoGNT TO MAKE REASONABLE MODIFICATIONS TO E911 EOUIPMEW AND LOCATION AS TECHNOLOGY EVOLVES EQUIP EOUIPMEW /—ENTRY PORT EXISTING EXISTING PCS SERVICES COMMUNICATIONS Arc Altect rel eAJ MEET REQUIRED SPECIFICATIONS Balieeerieo d EXT EXTERIOR D d a EXISTING FF FINISHED FLOOR A-1 ANTENNA MARK NO. I 2108 FG FINISHED GRADE i ° ( e EXISTING W GAUGE It PLATE 241 Boe1m ghat A 0WeM Marl.: (0.)2 01752 4100 •r-0•VII POWER/TELCO GALV GALVANIZED PMne: (508)229�f00 GC GENERAL CONTRACTOR A AND F..Ya>rN(508).485 3321 Z PROP�Dem Y OOtOUR F#IOY GWB GYPSUM WALLBOARD 0 AT A-1 TdpD spy 7 q ,9,pTe/tQ aA LO LONG TO PRWOM RBSF LNA LAW NOISE AMPLIFIER MAX MAXIMUM 1p��"AFS ePROP06TJT RHS 6102 MECH MANUFACU, A� A I MFR MMIUFACTURER � IYAN S. Q / MGB MASTER GROUND BAR FiL-Ce:�:77� .iii EXISTING MTI, METALMIN STRUC 1 Uf'Ti�L ` 1 v�NET No.4F, � NIC NOT IN CONTRACT SYMBOLS AND MATERIALSKL 0 NEW ANTENNA GROUP OR PLASTER .�•='�'''r Q EXISTING ANTENNAS FVIB \� ASPHALT ® EXISTING CONSTRUCTI 0 NEW ACCESS EASEMENT CONCRETE ENGNER CONCRETE EARTH PROJECT N0: 2923.175 Q 8 ELECTRIC BOX GRAVEL d 1 y� �POLE � PLYWOOD DRAWN BY: ALL p d M7! O FND.MONUMENT O SAND CHECKED BY: AI./KBl SPOT ELEVATION ® WOOD CONT. Q SET POW © WOOD BLOCKING SUBMITTALS REIAS^� IDN ® STEEL S 7- GRID REFERENCE v CENTER UNE EXISTING CONCRETE WALLS DETAIL REFERENCE PROPERTY LME STEPPED FOOTING MATCH UNE REV 0 OTIT11 FOR COt$RUCTKM SN O ELEVATION � WORK POINT THIS DOCtAIENT S THE CREATION,OE%K —G— GROUND WIRE PROPERTY AND C0PVR1GTRE0 WORK OF T-MOBRE MOLDINGS.INC- ANY DET/ COAXML CABLEDUPLICATION OR 115E WITHOUT EXPRESS SH/ SECTIONS WMM CONSENT IS STRICTLY PROHIBITED. d1 DETAILS DUPLICATION AND USE BY CWERNIEHT ALL 0131III;ALO —•—*— CHAIN LINT FENCE AGENLES FOR THE PURPOSES OF 10 O OT1 � T WORK OEM NE DO< WATER MAIN RECIRATORY AND ADMI ISTRATNE KNOW R� FUNCTIONS S SPECIFICALLY ALLOPM IF TTaS DRAWING 6 NOT 24X78',915 NOT hmmTO SCALE- COM CJLLE. CONTRACTOR TO IMMEOUVELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING SITE SITE CONDITIONS AND THAT WHICH 6 REPRESENTED HERE. 4DE6159A BOSTON HILL BOSTON HILL ROAD NORTH ANDOVER,MA 01845 L 1 d 1 SHEET TITLE I 1 a ROOM PLAN SHEET NUMBER ROOM PLAN o v A- 1 SCALE: 1/2'-1'-0' VYFi�i ��• �■1I RBS 6102 OUTDOOR DIMENSIONS waOPOSED RBS 6102 EQUrNEN1`CABINET CABINET DEPTH It WIDTH x HEIGHT 276'm6/.12016W'N J,- TOP OF WHIP ANTENNAS m - -Mobile- E17-135--a-S A OUTDOOR RBS 610210 COIWARCE WAY 27.5"x51.125x57' NORTON,MA 02766 RBS 6102 OUTDOOR WEIGHT CABINET APPROX. MAX. WEIGHT MAX. FLOOR LOADING OUTDOOR RBS 6102 1 1026 LBS M \ 1 ON RBS 6102 MINIMUM CLEARANCE DIRECTION MINIMUM CLEARANCE CABINET REAR 8' BAY STATE CABINET SIDES 4' Nom; 1.ANCHOR PROPOSED EQUIPMENT TO ABOVE THE CABINETEXISTING CONCRETE SLAB PER 20 MANUFACTURERS RECOMMENDATIONS. wre►i (E)TOWER IN FRONT OF THE CABINET 28" Eo4i°er11o5 Srrrkc PC 241 Boston PO%t ROM West Msrtbo*.qh,14A 01752 EQUIPMENT CABINET F ' X Texu:; {5051 48X.5 3 3 2121 2 SCALE:N.T.S. Y (E)CONCRETE STAINLESS STEEL HARDWARE fvAJJ WALL TWO HOLE COP CAMPRESSMAN a. IONTERN INAL „ TOP W ROOF INSULATION 1XBNcm 1/4' �. ! OVER LUG Nor OVER CARE I SULG ON GROUNDING CABLE GROUND 6118 I A iE�NATON LOCK WASHER.TYP. FLAT WASHER ENGINEER IVP. L�1 NUT.TYP. 3/670-1/4'HEX PROJECT NO. 2923.175 BOLT — — — -- - - — — EXISTING LOCATION OF DRAWN BY. AL T-MOBLE EQUIPMENT ON GROUND BAR EXPOSED BARE 4TH LEVEL COPPER TO BE KEPT TO ABSOLUTE MINIMUM. CHECKED BY: AL/KB r GROUNDING CARIE No INSULATION I -1 PRDPOim 1!S 6102 z ALLOWED WITHIN THE N►.a COMPRESSION SEC ION MA• TERMINAL ICAL) SUBMITTALS - - - - - - - - NOTE I. 'DOUBLING UP'OR STACKING 'OF CONNECTION IS NOT PERMITTED. 2.OXIDE INHIBITING COMPOUND TD BE USED AT ALL LOCATIONS. 3.CADWELD DOWNLEADS FROM UPPER EGO.LOWER ECB.AND MGR. 4NdROUSE�W110 QWM PI OSID CAB 10 E10SIN0 YAN TYPICAL GROUND BAR CONNECTIONS DETAIL 3 REV o 07-13-1y FOR QaraTrtucnoN SCALE N.T.^s THIS DOCUMENT IS THE CREATION,DEEM PROPERLY AM COPYWITED WORK OF T-MOBILE HOIDNCS.INC.. ANY EX5MG MANUAL 0MRATION OR USE WMKIUT EXPRESS TRANSFER SWITCH WRITTEN CON97R IS SmCILY PROHB u DUPLICATION AND USE BY GOVERNOR ACENCFS FOR THE PURPOSES OF -if12V EXTERNAL.ALARM EXbTNG CONDUCTING THEIRAWFTRLY tAUTHORIZED 1 3 t00A-2P __ NON-MEGLLIC4' CABINET REGULATORY AND ADYIF6IRATNE ® CONDUIT THIS 6 SPEOVIC LILY ALLOWED.IF I TMS ORAWNG 6 NOT 24*X .R 6 NOT I 5OA-2P (3)/6 a(1)/8G IN 1'C NP m TO SCALE GROUND LEVEL I OOA-2f ( (�p!(1)#111111,N Y0 SITE BUILT-IN ,� 4DE6159A F , 2a-IP I BOSTON HILL BOSTON NORTH OYM W 01645 NORTH EAST ELEVATION o e r Tr I 2016-11P SCALE:N.T.S. — mar 7w SERVICE GROUND SHEET TITLE PER NEC ELEVATIONS U WC=6 WIFIE rrK 10 UYa CH ��To eEAO°1A0N"UPORAamIL 60I & DETAILS SHEET NUMBER ONE LINE DIAGRAM 4 A-2 SCALE:N.T.S. h , p Town of Noah Andover « mice of the Planning Deparhneif,"r£ "' .ELRI"� `K Opp K u.� �� �gSs;;�,�„5 Com-muty Development and Services��3 P11 24 21 Osgood Landing 1600 Osgood Street BmldirnNORTH '`g#20,Suite 2-36 i C �'ND _ North Andover,lwlassadmsetts 01:845 F; P(978)688-9535 M A S S A G 1i J S,_ F(978)688-9542 Bldg. ZBA Con/Com Health Fire Chief Police Chief Town Clerk DPW/Engineers Surrounding Towns NOTICE OF DECISION -- Any appeal,shall be filed within(20) days after the date of filing this Notice in the office of the Town Clerk. Date of Decision: July 16, 2008 Date of first hearing: July 1, 2008&July 15, 2008 Petition of: Bell Atlantic Mobile of Mase Corp.,Ltd, d/b/a Verizon Wireless, 400 Friberg.Parkway,Westborough,MA 01581. Premises Affected: Turnpike Street, a/k/a Five)9ston a/k/a 1275 Turnpike Street, North Andover, MA-01845 Referring to the above petition for a Special Permit, Section 8.9 (3) (a) ('iii) & 1.0.3 of the North Andover Zoning Bylaw for renewal of a Special Permit by the Town of North Andover Planning Board authorizing the applicant to operate and maintain the-existing wireless service facility on the existing concrete structure on the site within the V-R zoning district. After a public hearing given on the above date, the Planning Board voted to APPROVE a renewal of a Special Permit based upon the following conditions: G� Curt Bellavance, Director John Simons, Chairman Jennifer Kusek, Clerk Richard Rowen, regular member Timothy Seibert, regular member BOARD OF APPEALS 688-9541 BLMMING 688-9545 CONSERVATION 688-9530 HEALTH 68&9540 PLANNING 658-9535 T ^ t CEIVED Cy 088 JUL 18 PM 2: 21 Bell Atlantic Mobile of Mass Corp., d/b/a Verizon Wireless,400 Friberg Parkway, Westborough,MA 01581. T0lr°ti' For premises located at: Turnpike Street, a/k/a Five Boston Street a/l ' . Street,North Andover, MA 01845. "` '» ° Referring to the above petition for a Special Permit, Section 8.9 (3)(a)(iii) & 10.3 of the North Andover Zoning Bylaw to allow for a renewal of a Special Permit by the Town of North Andover Planning Board authorizing the applicant to operate and maintain the existing wireless service facility on the existing concrete structure on the site within the V-R zoning district. The Planning Board makes the following findings as required by the North Andover Zoning Bylaw Section 8:9: FINDINGS OF FACT: 1. The specific site is an appropriate location for the project and has been used continuously for wireless telecommunications purposes since at least 2005 and there will be no change to the existing facilities or antennas. 2. The use as developed will not adversely affect the neighborhood as indicated by the analysis conducted by Donald L. Haes,Jr., PH.D., CHP, Radiation Safety Specialist. 3. The carrier has demonstrated that the facility is necessary in order to provide adequate service to the public. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.9 but requires conditions in order to be fully in compliance. The Planning Board hereby grants an approval to the applicant provided the following conditions are met: SPECIAL CONDITIONS: 1) Discontinuance Abandonment a) At such time that a licensed carrier plans to abandon or discontinue operation of wireless service equipment, such carrier will notify the Town by certified US mail of the proposed date of abandonment or discontinuation of operations. Such notice shall be given no less than 30 days prior to abandonment or discontinuation of operations. In the event that a licensed carrier fails to give such notice, the wireless service equipment shall be considered abandoned upon discontinuation 1275 Turnpike St. Renewal of Special Permit Page 2 of operations. b) Upon abandonment or discontinuation of use, the carrier shall physically remove the wireless service equipment placed on the site:by the carrier within 90 days from the date of abandonment or discontinuation of use. "Physically remove" shall include,but not be limited to: i) Removal of antennas, mount, equipment shelters and security barriers installed by the carrier(unless the same will continue to be used by the owner) from the subject property. ii) Proper disposal of the waste materials generated by the carrier from the site in accordance with local and state solid waste disposal regulations. c) The equipment shall be deemed to be abandoned or discontinued if it has not been used for the purpose for which it was originally constructed for a period of six (6) months or more. Once abandonment or discontinuance has occurred, the carrier shall remove the equipment placed by the carrier from the subject property within ninety days. 2) Term of Special Permit: 1) Special Permit issued for any wireless service facility shall be valid for three (3) years. The special permit may be renewed under the same criteria as the original special permit,provided that the application for renewal of the special permit is made prior to the expiration date(July 2011) of the original or any renewed special permit. Additional measures governing the administration of the special permit are found in Section 10.3 of the Zoning Bylaw. 2) The applicant and co-applicant or their successor in interest shall maintain the wireless service equipment in good condition. Such maintenance shall include, but shall not be limited to, painting, structural integrity of the equipment. 3) In an effort to reduce noise levels,the applicant shall keep in optimum working order,through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 4) No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be placed on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 5) All site lighting shall provide security for the site and structures however it must not create any glare or project any light onto adjacent residential properties. 1275 Turnpike St. Renewal of Special Permit Page 3 6) The provisions of this Special Permit shall apply to and be binding upon the ' applicant, its employees and all successors and assigns in.interest or control. 7) This Special Permit approval shall`be deemed to have lapsed after three years from the date permit granted (July 2011) unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. The following waivers were granted in determining this decision: 1) The application to renew the Special Permit for the existing facility complies with the application procedure requirements of Section 8.9.5, except that waivers pursuant to section 8.9.5(d)(ix) are requested, consistent with those granted under the 2005 Special Permit. 2) Waiver of outside consultant review in connection with the application to renew the Site Plan Special Permit by Bell Atlantic Mobile of Massachusetts Corporation, Ltd., d/b/a Verizon Wireless. The following information shall be deemed part of the decision: Plan titled: Verizon Wireless North Andover, Turnpike Street,North Andover, MA 01845 Prepared for: John C. Farnum, owner Dated: Received by the Planning Department May 27, 2008 Sheets: T-1, P-1, P-2, P-3, P-4, P-5, P-6, P-7,P-8, P-9. Prepared by: Dewberry-Goodkind, Inc. 280 Summer St., 10t'floor Boston, MA 02210 Bradford A. Mills, P.E. 33966 Dated 5/21/2008 1275 Turnpike St. Renewal of Special Permit Page 4 Town of North Andover ,AOR*N Gffec 6 �� Office of the Planning Department 0� Community Development and Services Division x - Bldg. ZBA 1600 Osgood Street �°� • ��' Con/Com Health Bldg.20,Suite 2-36,Planning DePt �4SsacHusE�� Fire Chief Police Chief North Andover,Massachusetts 01845 hn://www.townofnorffimdover.com Town Clerk DPW/Engineers P (978)688-9535 F(978)688-9542 1A 7 TO THE LAWRENCE EAGLE TRIBUNE LEGAL AD FOR PUBLICATION TUESDAY,JUNE 17 Si JUNE 24,2008. CLIPPINGS TO BE MAILED TO THE PLANNING DEPARTMENT AS ADDRESSED ABOVE TOWN OF NORTH ANDOVER PLANNING BOARD NOTICE OF PUBLIC HEARING,TUESDAY,JULY 1,2008. In accordance with the provisions of M.G.L. Chapter 40-A, Section 11,the North Andover Planning Board will hold a public hearing as follows: Purpose of Public Hearing: Application for a Special Permit under Section 8.9 (3)(a)(iii)& 10.3 of the North Andover Zoning Bylaw for renewal of a Special Permit by the Town of North Andover Planning Board authorizing the applicant to operate and maintain the existing wireless service facility on the existing concrete structure on the site. Property is located within the V-R zoning district. Applicant/Petitioner: Bell Atlantic Mobile of Mass Corp.Ltd.,d/b/a Verizon Wireless. 400 Friberg Parkway,Westborough,MA 01581. Owner: John C. Farnum 426 Famum Street,North Andover, M A01845" Address of Premises Affected Turnpike Street,a/k/a/Pve Boston Street a/k/a 1275 Turnpike Street,North Andover,MA 01845 Assessors Map and Lot: Map 107C, Lot 11 Public Hearing Date&Time Tuesday,July 1,2008 @ 7:00 PM Location of Public Hearing North Andover Town Hall, 120 Main Street, 2nd floor All interested persons may appearand be heard.Persons needing special accommodations and/or au A n- ; .o=, NY m m r 3 s ould contact the North Andover Planning C7 .0 am ° 10'� m Vim . > o m� mmtn 91 cD o Co-'m inm rte' m t c.In >OO QSCC:G N d 8 0) E D a0 0 0 �ca . ErN -mw =7,0 o c°�o a oo yv ro oc rncc . UL . John Simons Chairman<c ` cou ~ UQ �gymo.°rmY°=;ac.tmm 2o � - o um = r 0pQ -`� E na 11 - 10 V`0W�•. Ztm ~�7 rmctQoaa2aat-o lacAo,mma°, cv Q=m '°m `ne rns�IrnQo� 'aE. .Q m °0 m`-E-m = -o c� ( mc.'!ZZ3 Z0oLLmaEidLLg °ai r o o zapN Q 0 Q a tc m . aoo -VmD0 ZO p ..{i ► � o=yFs,�.m�aaoon�`oo .. =�.aooc�yv d o S. �mi o:� N 72 688-9530' mHEALTH 688-9540 PLANNING 688-9535- Z ov o Q m p?maw V .. =nmaat .oc a �3 -c m� or- aio -cc -m o r Et:y m>Q n- O Q��QdcoJ=Q y N ! .. .t= -LC O m 7'x-N G7 .-.LOm O O p lE. m O L N _ �_ 1 U'c 5Zamd-°4 U3 :Z 1Z N = arHE W - Date... NORTH TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that 4.-�v............... .'.t........... ........... has permission to perform ............... wiring in the building of....... ....................................... Z"............... ath..... .. .......... . .... .North Andover,Mass. ....... Lic.No.-,... ....... ........ ..... AE *ICALI�41ECTOR Check # 9 U U �y f Official Use Only t..omanoncvea[th o��a99achu�e� � c/ cc77 Permit No. UvQ`V 2,partmcnd o -%,Service Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] (leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 C R 12.00 (PLEASE PRINT IN INK OR V fE ALL INFQRMATION) Date: Q City or Town of: Me& v1, a)4/' To the Insp ctor of ices: By this application the undersigned Ives notice f his or her intention to perfigrin Jhe electr al ork described below. Location(Street&Number) Owner or Tenant Telephone No. Owner's Address Is this permit in conjunction with a building permit? YesItNo [J (Check Approp iate Box) Purpose of Building t T _(4-RAI Utility Authorization No. Existing ServiceZC}y Amps 1' / Loth Volts Overhead❑ Undgrd❑ No.of Meters / New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity — A LU Location and Nature of Proposed Electrical ork: CI Com letion of ihefollowing table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators K-VA No.of Luminaires Swimming Pool Above F1 In- ❑ o.of Emergency Lighting rnd. grnd. BatteEy Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones o.oetection and No.of Switches No.of Gas Burners Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No.of Waste Disposers Heat Pump Number Tons KW o.o - atnttn Totals: etectioo/Alertir Devices No.of Dishwashers Space/Area Heating KW Local E3 Connn n ❑ Other No.of Dryers Heating Appliances KW ocurity 'stems: No.of evicts or I+ ivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of vices or f tivalen No.Hydromassage Bathtubs No.of Motors Total HP a ecommunica(tons trm No.o Devices or E siva en OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: dD/`'k (When required by municipal policy.) Work to Start:/0/-LInspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVE E: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE V- BOND ❑ OTHER ❑ (Specify:) I certify,under the ains andpenalties of perjury,that the information on this application is true and complete: FIRM NAME: LIC.NO.2tj(s 11 Licensee: Signa LIC.NO.: (Ifapplicab a ex t"in t e license number line.) _B.Tel.No.:���A&"Z Address: 0 Alt.Tel.No.: *Per M.G.L.c. 147,s. 57-61,security work requires Department fPt4blic Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's a ent. Owner/Agent PERMIT FEE: $ Signature Telephone No. The Commonwealth of Massachusetts In D2 Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, M4-02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: ILLk&L Mif — Phone#: Are on an employer? Check the appropriate bog: Type of project(required): I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet$ 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11- Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 1311 Other comp. insurance required.] k A--1"-a b ..�1 ... a..1 rwy auy,..aur Mint checks on a mus,dso fill out the section below showing their workers'co'-pensatio nntir r ivfn Wa i�� t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy infonmtiom I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: VZV/6�j�� Expiration Date: r/ffc ' Job Site Address: �—�� � (V � . ity/State/Zip:�/��< o�,�.l Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under a- d penalties ofperjury that the information providedabove is true and correct Si afore: / Date: l � `, l Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability.Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for tie permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us'a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents. Office of Investigations 600 Washington Street Boston,MA 02111 Tel # 617-7274900 ext 406 or 1-877-•NIASSAEE Revised 5-26-05 Fax # 617-72.7-7749 wuvvv.mass.gov/dia H udson s Design Group= November 25, 2009 Building Inspector Town of N.Andover 1600 Osgood Street N. Andover, MA 01845 Re: Wireless Telecommunication Site for METROPCS Site # BOS0523A 5 Boston Hill Road N. Andover,MA Dear Sir: Representatives of Hudson Design Group LLC performed inspections during the construction of the MetroPCS telecommunications facility at the above-referenced address. The Final Inspection had been conducted on November 18, 2009. Our inspection was limited to the METROPCS equipment and antenna installation. Based on my knowledge, information and belief the completed construction substantially conforms to the approved plans, Massachusetts State Building Code (latest edition), Structural Standards for Steel Antenna Towers and Antenna Supporting Structures (ANSI/TIA/EIA-222-F) and the equipment manufacture's installation guidelines: 1. Final Construction Drawings dated 10-08-2009, prepared by Hudson Design Group LLC. All deviations from the approved plans do not endanger the intended occupancy of the facility and equipment substitutions are approved as equivalent to the original specifications. Construction has been satisfactorily completed. If you have any questions, comments or need further information, please do not hesitate to contact our office. Sinc r PvjNk 0 q DANIEL P. HAAIM CIVIL Daniel P a P No. 720 Preside t A3) 0FG�sTEFti° Hudson Design Group, LLC. FssiON �N ' 1600 Osgood Street Building 20 North Suite 2-101 p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 2-101,N.Andover,MA 01845 Hudson Design Group LLc November 25, 2009 Building Inspector Town of N. Andover 1600 Osgood Street N. Andover, MA 01845 Re: Wireless Telecommunication Site for METROPCS Site # BOS0523A 5 Boston Hill Road N. Andover, MA Dear Sir: Representatives of Hudson Design Group LLC performed inspections during the construction of the MetroPCS telecommunications facility at the above-referenced address. The Final Inspection had been conducted on November 18, 2009. Our inspection was limited to the METROPCS equipment and antenna installation. Based on my knowledge, information and belief the completed construction substantially conforms to the approved plans, Massachusetts State Building Code (latest edition), Structural Standards for Steel Antenna Towers and Antenna Supporting Structures (ANSI/TIA/EIA-222-F) and the equipment manufacture's installation guidelines: 1. Final Construction Drawings dated 10-08-2009, prepared by Hudson Design Group LLC. All deviations from the approved plans do not endanger the intended occupancy of the facility and equipment substitutions are approved as equivalent to the original specifications. Construction has been satisfactorily completed. If you have any questions, comments or need further information, please do not hesitate to contact our office. Sinc r ��P���A OF Nssg DANIEL - HAMM ! O CIVIL Daniel P a P No. 720 Preside t Ago 9Fc/STER��X Hudson Design Group, LLC. At tiNG\ 1600 Osgood Street Building 20 North Suite 2-101 p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 2-101,N.Andover,MA 01845 r d. 07 Board of Buildin� s t Construction Su.Aerviand Stan= sOr License Liceise: CS 98919 Exprration 5/4/201 1 Tr# 98919 Restriction r} 00 ' GEOFFREY CORSE 10 WESCROFT RD x} ' READING,MA 01867'`- Commissic ` oner � QRQ CERTIFICATE OF LIABILITY INSURANCE o3/iiio 8 PRODUCER (978)223-4037 FAX (978)223-4038 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION CFR Ills Agency LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 153 Andover Street Unit 208 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Danvers, MA 01923 INSURERS AFFORDING COVERAGE NAIC 9 INSURED Infinite Solutions, Inc INSURERA- Scottsdale Insurance Company 214 Andover Street INSURER&- Safety Insurance 39454 Unit #1 INSURER Q Wi 1 mi ngton, MA 01887 INSURER a. INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ROR ADWL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY REN OF CLS1371696 03/18/2008 03/18/2009 EACHocctIRRENCE s 1 O00 X COMMERCIAL GENERAL LIABILITY DAMAGE 73:= E S0,004 CLAIMS MADE a OCCUR MED EXP(Any one Pers?) $ 51001 A PERSONAL&AM INJURY $ 11000. GENERAL AGGREGATE $ 2 000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS..COMPIOP AGG S 2 X POLICY JP I LOC AUTOMOBILE LU MLITY 6200922 09/29/2007 09/29/2008 COMBINED ANY AUTO ( SINGLE LIMIT $ 1 000 ALL OWNED AUTOS BODILY INJURY � B X SCHEDULED AUTOS (per Person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per Feddent) illRl►GELIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC S 7 AUTO ONLY: AGG $ EXCESSNMBRELLALIABILITY REN OF XtS004049S 03/18/2008 03/18/2009 EACH OCCURRENCE s 5 000 X OCCUR E-]CLAIMS MADE AGGREGATE s 5 Opo A $ DEDUCTIBLE $ RETENTION S S WORKERS COMPENSATION AND WC STA OTH EMPLOYERS'LIABLRY ANY PROPRIEfORIPARTNFRIEXECUnVE E.L.EACH ACCIDENT $ OFFICERIMEMIBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ Kyea describe under SPECIAL PROVISIONS below F-L DISEASE-POLICY LIMIT A OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES 1 EXCLUSIONS DED BYE EMENT I SPECIAL PR S +" he Workers Compensation Certificate will�i be mated directly by Liberty Mutual Insurance Company nder Policy 14 WC231S3S112S018 effective from 3/20/08 to 3/20/09. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAL Metro PCS 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Matthew P Granese BUT FAILURE TO AWL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LABILITY 28S Billerica Road OF ANY KIND UPON THE INSURER.ITS AGENTS OR/RE P RES EN T ATIV ES. Chelmsford, MA 01824 AUTHORIZED REPRESENTATIVE Nicholas Consoles GAIL ACORD 25(2001M) ®ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001108) Liberty Mutual Group mutua. Dover,NII 03821-9090 Liberty P.O.Box 9090 Telephone(800)653-7893 Fax(603)-245-5330 March 25,2008 METRO PCS ATTN:MATTHEW P GRANESE 285 BaLERICA ROAD CHELMSFORD, MA 01824- RE: Certificate of Workers Compensation Insurance Insured: INFINITE SOLUTIONS INC 214 ANDOVER STREET UNIT 1 WILMINGTON, MA 01887 PolicyNutnber WC2-31S-351125-018 Effective: 3/20/2008 Expiration: 3/20/2009 Coverage afforded under Workers Compensation.Iaw of the following states): MA Employers Liability(Limit: Sole Proprietor/Partner Coverage Election: Bodily Injury By Accident: $1,000,000 Each Accident Bodily Injury by Disease: $ 1,000;000 Each Person, Bodily Injury by Disease: $ 1,000,000 Policy Limits As of this date,the above-referenced policyholder is insured by Liberty Mutual Fire Insurance Co under the policy listed above. The insurance afforded by the fisted policy is subject to all the terms,exclusions and conditions,and is not altered by any requirement,term or condition of any or other documents with respect to which this certificate may be issued. This certificate is issued as a matter of information only and confers no right upon you,the certificate holder. This certificate is not an insurance policy and does not amend,extend,or alter the coverage afforded by the policy listed above. If this policy is cancelled before the stated expiration date,Liberty Mutual will endeavor to notify you of such cancellation AUMORDED REPRBSEITrATNE LIBERTY MUTUAL INSURANCE GROUP "(tis Certificate is executed by LHIMY MUTUAL tNSURANCF.GROUP as respects such msocance u is afforded by those companies. cc: Insured: Produces of Record a INFINTFE SOLUTIONS INC NICHOLAS A CONSOLES INS AGCY INC 214 ANDOVER STREET UNIT 1 100 CORPORATE PLACE SUITE 110 WILMINGTON, MA 01887 PEABODY, MA 01960 4 3/25/2Q08 Construction M M CU (U T (9 N "0 �p CU N (0 (3) 70 N 'a C N (0 "� C N Site:BOS0523A U_ U) in 2 U_ U) in 2 BOSTON HILL 25-Sep 26-Sep 27-Sep 28-Sep 29-Sep 30-Sep 1-Oct 2-Oct 3-Oct 4-Oct 5-Oct 6-Oct 7-Oct 8-Oct NO ANDOVER _ Site Prep& Mobilization: Mobllize to site _ X Stage X X _ Steel/Equipment Install X X Antenna Install X X EIe ctrical: Power run X X X X X Telco run X X Ground X X X Tower: Bid Mount X Coax X X X X Test Clean site chedule aCh m 0 U_ cn U) �i cn U) 9-Oct 10-Oct 11-Oct 12-Oct 13-Oct 14-Oct 10/15/2009 10/16/2009 10/17/2009 10/18/2009 10/19/2009 X _ X X X o ' R E C E I P T Bk 11768 P-a 1 56 —'2 '0.4.4 Printed:09-16-2009 @ 15:04:59 e_09--16-2009 a 03 : 04P Essex North Registry Robert F. Kelley Register ins#: 127885 Oper:STEPHENM 4 WIRELESS -------------------------------- )k: 11768 Page: 156 Inst#: 27044 I#: 223 Rec:9-16-2009 ® 3:04:50P C 5 BOSTON HILL DESCRIPTION TRANS AMT TICE charge CPA $20.00 20.00 .00 recording fee 50.00 00 TECH FEE 5.00 Total fees: - 75.00 0VEFOR REGISTR Y OF DEEDS USE ONLY * Total charges: 75.00 ECK PM 1740 75.00 COVER SHEET HE FIRST PAGE OF THIS DOCUMENT DO NOT REMOVE GRANTOR G EE. ADDRESS OF PROPERTY CITY/TOWN TYPE OF DOCUMENT MLC ASSIGNMENT -----PEED TYPE 6D 1VIORTGAGE NOTICE i DISCHARGETYPE SUBORDINATION AFFIDAVIT CERT DEC OF HOMESTEAD UCC TSE DEC OF TRUST TYPE OTHER Essex North Registry of Deeds Robert .Kelley, Register 354 Merrimack St. Suite 304 Lawrence, MA 01843 (978) 683-2745 WWW.1:4WI'1-.nnd-ri1-ai1L nnm �yURTH �.. CEIVGG Town of North Andover Tit- Qr !C °L p Office of the Planning Department 2009 AUG 19 PH 3: 55 a * Community Development and Services Division ` _•���'"�51600 Os -ood Street i 4S SACHUSE North Andover Massachusetts 01845 N 0 R T H Ai400V .T- ; MASSAC�iI�SET i S NOTICE OF DECISION 'this is to certliy that twenty(20)days have elapsed from date of decision,filed without filing of an appeal. Any appeal shall be filed Date � R-ZGc within(20)days after the doyw&Rrad®haw date of filing this notice in Town Verk the office of the Town Clerk. Date: August 18,2009 Date of Hearings: August 4, 2009 Date of Decision: August 18,2009 Application of: MetroPCS Massachusetts, LLC Premises Affected: 5 Boston Hill. Map 107C, Parcel 11. Referring to the above petition for a Wireless Special Permit from the requirements of the North Andover Zoning Bylaw, Sections 8.9 Wireless Service Facilities and Section 2.65 Special Pennit Granting Authority. So as to allow die ability to install 6 panel antennas on an existing concrete and steel wireless facilities tower at a centerline height of 131 ft. The antennas will be connected via co-axial cable to three equipment cabinets to be located in the 3rd floor of the existing building, within the Village Residential District. The Planning Board hereby APPROVES the Wireless Special Permit for the installation of a Wireless Facility on an existing structure by a vote of 6 in favor and 0 against. �} orth Andover P nning Board �JoIZn Simons. Chairman Richard Rower Tiinothv Seibert Michael Walsh Courtney LaVolpleclo Michael Colantoni � "_'•'���.:�� .lark r' :C1~Ivi=D The Planning Board herein approves the Special Permit to co-locnaq cnr" t 56 Wireless Facility, which consists of 6 panel antennas located on an existing wireless facilities tower and associated equipment cabinets, located in the 3`d floor of 6hppcistina building. The Special Permit was requested by Bill McQuade, AgeWUH hUfi 6.VC,3 Massachusetts, 285 Billerica Road. Chelaisford, MA 01824. ThAM4* &&w iifia additional documentation as cited herein was filed with the Planning Board on July 1, 2009, with subsequent submittals on tile. An updated application and submittals were filed with the Planning Board on August 4, 2009, to document the correct centerline height of 131 ft.The applicant submitted a complete application which was noticed and reviewed in accordance with Sections 8.3. 8.9, 10.3, and 10.3.1 of the Town of North Andover Zoning Bylaw and MGL c.40A. Sec. 9. The Planning Board finds that the applicant has met the following requirements as required by the North Andover Zoning,Bylaw Section 8.9: FINDINGS OF FACT: 1. The carrier has demonstrated that there is an existing substantial gap in coverage in the vicinity of the proposed installation and that the facility is necessary in order to substantially close the gap in coverage as indicated by the submittals and reports referenced at the end of this decision in Condition 416. 2. The existing site at Boston Hill is a preferred site for co-location of wireless facilities, in that it has been in use as a ...reless telecotrrnunicatiors tower Or many years and is currently hosting wireless facilities from various vendors. The addition of the proposed antennas will have no visual impact on the surrounding neighborhood.because the facility is not visible from most adjacent properties. 3. The applicant has demonstrated that no alternative available sites, that will close the substantial gap in coverage, exist as an opportunity for co-location. Neither an existing alternative wireless facility monopole nor an existing alternative wireless facility installation, exist as indicated by submittals and reports referenced at the end of this decision in Condition 416. The evidence shows that an alternative site is neither available. nor technically feasible, thus complying with the requirements of section 8.9.6 for co-location. 4. The Zoning Enforcement Officer of the Town of North Andover reviewed the permit application and determined that it complied with the Zoning Bylaw without variances and that the Special Permit Granting Authority (the Planning Board) should rule on the application as referenced in the letter referenced at the end of this decision in Condition 416. 5. The application meets the filing requirements of the Wireless Service Facilities By-law Section 8.9, with the exception of the waivers granted listed in Condition #15. 6. Adequate and appropriate facilities will be provided for the proper operation of 2 the proposed use. The proposed antennas cables and equipment area are described in detail on the plans and reports referenced herein. The proposed equipment shelter will be an unoccupied. unmanned, specialized area for the wireless communications equipment. 7. A structural analysis of the building was performed by the applicant, as indicated by the submittals and reports referenced at the end of this decision in Condition 416_ The analysis determined that no structural upgrades are required for the installation of the wireless facility as proposed. 8. The applicant has provided evidence that they have a legal right to install the wireless facility as proposed, indicated by the submittals and reports referenced at the end of tlus decision in Condition 416. 9. The applicant has demonstrated that the proposed wireless facility will be in compliance with FCC regulations regarding Maximum Pennissible Exposure (MPE) limits, as indicated by the submittals and reports referenced at the end of this decision in Condition 416. The Telecommunications Act of 1996 prohibits this Board from taking health effects of RF transmissions into account beyond FCC requirements. 10. The application was reviewed by a consultant retained by the Planning Board Mark Hutchins. a certified radiofrequency engineer, who verified that the application is in com.P1..anee with the Federal Co—mi-unications Con=ission (FCC) standards and that the application complies with the town of North Andover's bylaw with regard to RF engineering issues. including but not limited to the following: a The determination that a significant gap in coverage exists. 0 Closing that gap using existing sites is not feasible due to interference and coverage issues. 0 The determination that no alternative sites are available and technically feasible to close the coverage gap. 11.A citizen posed questions to the Planning Board, who answered that the applicant has demonstrated compliance with the Town of North Andover Zoning Bylaw requirements for this application. Finally the Planning Board finds that this project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 8.9 but requires conditions in order to be fully in. compliance. The Planning Board hereby grants an approval to the applicant provided the follotiving conditions are met: 3 SPECIAL CONDITIONS: 1) Discontinuance Abandonment a) At such time that a licensed carrier plans to abandon or discontinue operation of wireless service equipment,such carrier will notify the Town by certified US mail of the proposed date of abandonment or discontinuation of operations. Such notice shall be given no less than )0 days prior to abandomnent or discontinuation of operations. In the event that a licensed carrier fails to give such notice. the wireless service equipment shall be considered abandoned upon discontinuation of operations. b) Upon abandomnent or discontinuation of use, the carrier shall physically remove the wireless service equipment placed on the site by the carrier within 90 days from the date of abandomnent or discontinuation of use. "Physically remove" shall include. but not be limited to: i) Removal of antennas. mount, equipment shelters and security barriers installed by the carrier(unless the same will continue to be used by the o-wrier) from the subject property. ii) Proper disposal of the waste materials generated by the carrier from the site in accordance with local and state solid waste disposal regulations. c) The equipment shall be deemed to be abandoned or discontinued if it has not been used for the purpose for which it was originally constructed for a period of six (6) months or more. Once abandonment or discontinuauice has occurred. the carrier small remove the equipment from the subject property within ninety days. d) In accordance with the town of North Andover's Zoning Bylaw, section 8.9.9(c), applicant shall place into an escrow account a sum of money to cover the costs of removing the facility from the property. 2) Upgrades: Any upgrades should be submitted for approval by the. Planning Board. 3) Performance Guarantees a) Insurance in a reasonable amount determined and approved by the Town Planner after consultation at the expense of the applicant with one (1) or more insurance companies shall be in force to cover damage from the equipment on the structure, damage from transmissions and other site liabilities. Annual proof of said insurance must be filed with the Town Planner. b) Annual certification demonstrating continuing compliance with the standards of the Federal Communications Commission, Federal Aviation Administration and 4 the American National Standards Institute shall be filed with the SPGA by the Special Permit holder. 4) Terre.of Special Permit. a) A Special Permit issued for this wireless service facility shall be valid for three (3) years. The special. permit may be renewed under the same criteria as the original special pennit, provided that the application for renewal of the special permit is made prior to the expiration date of the original or any renewed special pen-nit. Additional measures governing the administration of the special pennit are found in Section 10.3 of the Zoning Bylaw. b) After the equipment on the facility is in operation, the applicant shall submit to the SPCA, within 90 days of beginning operations and at annual inteivals from the date of issuance of the Special Permit, preexistent and current RFR measurements. Such measurements shall be signed and certified by an RF engineer, stating that RFR measurements are accurate and are in compliance or why the measurements fail to comply with all applicable FCC Guidelines as specified in Section 8.9(5)(d)(vii) RFR Filing Requirements of this Bylaw. The measurements shall be submitted for both the applicant and all co-locators. c) After the wireless service facility is in operation the applicant shall submit to the SPGR; within 90 days of the issuance of the Special Permit, and at arwual intervals from the date of issuance of the Special Permit, preexistent and current measurements of acoustic noise from the wireless service facility. Such measurements shall be certified and signed by an acoustical engineer, stating that noise measurements are accurate and meet the Noise Standards sub-section 8.9.(5)(d)(vi) of this Bylaw. The applicant shall forward to a separate consulting engineer, selected by the Toren. the above materials for review. The applicant shall pay for such review. d) The applicant and co-applicant or their successor in interest shall maintain the wireless service equipment in good condition. Such maintenance shall include, j but shall not be limited to,painting and structural integrity of the antennas. 5) Prior to the start of construction: a) The applicant shall provide a map indicating the intended locations for testing as required above. b) A bond in the amount of SS,000 shall be posted for the purpose of insuring that a final as-built plan showing the location of all on-site structures. The bond is also in place to insure that the site is constructed in accordance with the approved plan. This bond shall be in the form of a check made out to the 5 Town of North Andover. This check will then be deposited into an interest bearing escrow account. c) The applicant shall provide the necessary escrow accounts and insurance as required in the above sections 3a and 5b. d) A construction schedule shall be submitted to the Plaiuving Staff for the purpose of tracking the construction and informing the public of anticipated activities on the site. e) The applicant shall determine the preexisting conditions of the noise levels emanatina from the site to determine the baseline noise conditions of the site area. The noise survey will provide evidence of the origin of surrounding noise and therefore a baseline condition from which the applicant determine their increases. The noise levels shall not increase the broadband level by more than 1Odb(a) above the ambient levels or produce a "pure tone" condition as set forth in DAQC Policy 90-001, the guideline for 310 CMR 7.10. The applicant may use relevant professional sound emitting data frons the prior building use to build a baseline based on prior use of the bu.ildinn and grounds. References to sources for data must be included in the material. K) i3iitir to i vvii IT vv^n III tivi► ki_i Iidiit PCituit iSSiiaiiCC a) The final site plan mylars must be endorsed and three (3)) copies of the signed plans must be delivered to the Planning Department. b) A certified copy of the recorded decision must be submitted to the Planning Department. 7) Prior to verification of the Certificate of Compliance (Control Construction Documentation) and final approval by the Building and Electrical Inspector the applicant must submit a letter from the arclvtect or engineer of the project stating that the constriction and operations substantially comply with the plans referenced at the end of this decision as endorsed by the Plannino Board. 8) Prior to the final release of security a final as-built plan showing final construction and location of the wireless hardware shall be submitted to and reviewed by the Planning Staff. 9) In an effort to reduce noise levels. the applicant shall keep in optimum working order, through regular maintenance, any and all equipment that shall emanate sounds from the structures or site. 6 10)No equipment or other equipment that will emanate noise-exceeding levels cited herein shall be placed on the exterior of the structure. Such equipment shall be enclosed as shown on the plans. 11)The provisions of this conditional approval shall apply to and be binding upon the. applicant. its employees and all successors and assigns in interest or control. 12)Any action by a Town Board. Commission, or Department that requires changes in the plan or design of the building as presented to the Planning Board, may be subject to modification by the Planning Board. 13)Any revisions shall be submitted to the Town Planner for review. If these revisions are deemed substantial, the applicant must submit revised plans to the Plamlin?Board for approval. 14)This Special Permit approval shall be deemed to have lapsed after two years from the date permit granted unless substantial use or construction has commenced. Substantial use or construction will be determined by a majority vote of the Planning Board. 15)The following waivers were granted in detennining this decision in accordance with the authority designated by Section 8.9.(5)(d)(ix) of the Zoning Bylaw: ® Section r)')(d)(i.v') Lai.)dscape Plan. A landscaping pian has not b een provided since this is a co-location on an existing �,vireless facility. Section 8.9(5)(d)(iii) Contours on Site Plan at 2 feet AMSL. Since this is a co- location on an existing wireless facility the plan does not show 2 foot contour lines for the property. Section 8.9.(5) (d) (iii) (13) Waiver of Site Filing Requirements — Location of all wetlands on the subject property and within 100` of the proposed facility as approved by the Conservation Commission. No wetlands are located on the property or within 100 ft. of the property. ® Section 8.9(5)(d)(iv)(13)Design Filing Requirements. Equipment brochures for the proposed wireless service facility such as manufacturer's specifications or trade journal reprints shall be provided for antennas, mounts equipment shelters.. cables, cable-runs and security barriers. Such information is not required, since the installation is a co-location on an existing wireless facility. o Section 8.9(5)(d)(ii)(4) Waiver of Location tiling requirements — a map showing other pre-existent and approved wireless service facilities in North Andover and outside North Andover within one mile of its boundarv. This information is not necessary for this application, since it has been shown that there is no visual impact as a result of the installation. 16)The following information shall be deemed part of the decision: 7 a) Plan titled: MctToPCS Site No. BOS0523A 5 Boston dill Road North Andover, MA 01845 Prepared for: MetroPCS 285 Billerica Road Chelmsford,MA 01824 Prepared by: Hudson Design Group 1600 Osgood St. North Andover, MA 01845 Dated: 61,`18/09,revised 6/30/09, 7/17/09; 8/03/09 Sheets: Sheet Number Title T-1 Title Sheet GN-1 General Notes C-1 Plot Plan A-1 Building Plan&Elevation A-2 Antenna Mounting& Equipment Room Plans, Schedules &Details �E-1 I One-Line Diaaram,Riser and Details E-3 Groundina Details b) Documentation Submitted: 1. Application for Special Pennit dated July 1,2009 with narrative and abutters list and supporting documentation as follows: • Photos of tower submitted by Bill McQuade. • Request for Waiver of site,location & design filing requirements. • Letter from Franz Pierre, RI= design Engineer, regarding FCC regulations maximum pennissible exposure limits&power density calculations. • FCC wireless telecommunications bureau, radio station authorization. • Letter of authorization from Benjamin Farnum,dated 6/20/09. • Letter from Daniel P Hamm,PE,regarding noise levels dated 6/32/09. 8 • Report by Donald H. Haes,PhD. Dated 6/29/09 regarding RF exposure guidelines. a Letter from Daniel P. Hamm, PE dated July 21. 2009 relative to field inspections conducted. o Letter from Gerald Brown. Town of North Andover Zoninc, Code Enforcement Officer, dated July 20; 2009. 2. Review by Mark F.Hutchins, RF E,ngincer, dated August 3, 2009 regarding centerline height information was inaccurate. 3. Review by VHB dated July 28,2009. 4. Review by Judy Tymon dai:ed August 2009. 5. Amended application for Special Permit dated 8/4/09 antennas to be located at centerline beigbt of 131 feet: See the following documentation: ® Request for Wa.iv,r of site, location&design filing requirements dated 8/4/09. Letter from Franz Pierre. RF Engineer, reiauive to cei1 sites and RF coverage: to identify gaps in coverage dated 8/4/09. a Structural Analysis Report by I-tudson Design Group;submitted 8/4/09 by Bili Wysuph, &Pete Ehresmarm ® Report submitted by Donald L. Haes. Jr-PI-I.D. regarding RF field guidelines dated 8/4/09. © Statement of certification submitted by Donald L. Haes. Jr.. PH.D dated 8/4/09. 9 i DA (MMIDD A`cQ# CERTIFICATE OF LIABILITY INSURANCE 09/15/2 09mrn PRODUCER THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION Marsh USA,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 4400 Comerica Bank Tower HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1717 Main St. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Dallas,TX 75201-7357 Attn:dallas.certs@marsh.com Fax: 212-948-0519 063165-CAS-GAWU-09-10 BOS 0523A 5M INSURERS AFFORDING COVERAGE NAIC# INSURED MetroPCS Communications,Inc. INSURER A:Insurance Company Of The State Of PA 19429 ' 2250 Lakeside Boulevard INSURER B:Commerce And Industry Ins Co 19410 Richardson,TX 75082 INSURER C: Illinois National Ins Co 23817 INSURER D:New Hampshire Insurance Company 23841 INSURER E:National Union Fire Insurance CO 119445 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSRG OATE(MMIDDIYYYY) DATE(MMIDDIYYYY) A X GENERAL LIABILITY GL939624 09101/2009 09/01/2010 EACH OCCURRENCE 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED1,000,000 �� PREMISES Ea occurrence $ CLAIMS MADE I A I OCCUR MED EXP(Any one person) $ 10,000 X LimitedPollution-Liab/General PERSONAL 8 ADV INJURY $ 1,000,000 X Agg.Limit Per Policy$1 0M GENERAL AGGREGATE $ 2,000,000 GENERAL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AG POLICY �( PRO- �( Loc $ 2'000'000 AOS AUTOMOBILE LIABILITY CA936316 A X (AIDS) 09/01/2009 09/01/2010 COMBINED SINGLE LIMIT B X ANY AUTO CA936317(MA) 09/01/2009 09/01/2010 (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIREDAUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) X Comp$1,000 Ded PROPERTY DAMAGE X COLI$1,000 Ded (Per accident) $ I GARAGE LIABILITY AUTO ONLY-EA ACCIDENT$ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: $ AGG E EXCESS/UMBRELLA LIABILITY BE27471426 09/01/2009 09/01/2010 EACH OCCURRENCE $ 5,000,000 X OCCUR F1 CLAIMS MADE AGGREGATE $ 5,000,000 $ DEDUCTIBLE $ RETENTION $ C WORKER COMPENSATION AND WC4288943(FL) 09/01/2009 09/01/2010 X wcsTATu- I I OFT R" EMPLOYERS'LIABILITY WC4288944(TX) 09/01/2009 09/01/2010 I ANY PROPRIETOR/PARTNER/EXECUTIVE Y IN E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? WC4288945(CA) 09/01/2009 09/01/2010 E 0 WC4288946(ND,OH,WA,WV,WY) 09/01/2009 09/01/2010 .L DISEASE-EA EMPLOYE0$ 1,000,000 (Mandatory in NH If yes,describe under .L DISEASE-POLICY LIMIT $ 1,000,000 SPECIAL PROM IONS below OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Site#:BOS0523 A-5 Boston Hill-North Andover,MA 01845 Where required by written contract,Certificate Holder is an Additional Insured(except on Workers'Comp)as respects operations of the Named Insured. CERTIFICATE HOLDER HOU-001368947-01 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE B.Famum,LLC EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL a Massachusetts Limited Liability Company 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn:Ben Famum 397 Famum Street BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND North Andover,MA 01845 JUUPOgNEpgET�HE INSURER, ITS AGENTS OR REPRESENTATIVES. Pu f M RI USrFESENTATIVEilliam Hines ACORD 25(2009101) ©1998-2009 ACORD CORPORATION.All Rights Reserved The ACORD name and logo are registered marks of ACORD IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s),authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. Acord 25(2009/01) ADDITIONAL INFORMATION HOU-001368947-01 oAE/2009 ► 09/15/2009 � PRODUCER Marsh USA,Inc. 4400 Comerica Bank Tower 1717 Main St. Dallas,TX 75201-7357 Attn:dallas.certs@marsh.com Fax: 212-948-0519 063165-CAS-GAWU-09-10 BOS 0523A 5M INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER F: MetroPCS Communications,Inc. INSURER G: 2250 Lakeside Boulevard Richardson,TX 75082 INSURER H: INSURER 1: TEXT Workers'Compensation: Insurance Company of the State of PA WC4288947(AOS) 09/01/09 TO 09/01/10 ` $1 M/$1 M/$1 M I CERTIFICATE HOLDER B.Famum,LLC a Massachusetts Limited Liability Company Attn:Ben Famum 397 Famum Street North Andover,MA 01845 { 1gp gEp� AU M Bh USA IIICSENTATIVE William Hines Page 2 ` A STRUCTURAL ANALYSIS REPORT For BOS0523A Boston Hill 5 Boston Hill Road North Andover,Massachusetts 01845 Equipment on the Third Floor and 60' SS Tower on the Roof to Prepared for: MetroPCS WIRELESS 285 Billerica Road,Third Floor w *' Chelmsford, MA 01824 ' V� �:. Dated: July 16,2009 Prepared by: HUDSON DESIGN GROUP, LLC. 1600 Osgood Street Building 20 North, Suite 2-101 North Andover,MA 01845 Phone: (978) 557-5553 TdrC41. S416G�fS = I'3 i Hudson Design Groupuc SCOPE OF WORK: Hudson Design Group LLC(HDG)has been authorized by MetroPCS to conduct a structural evaluation of the existing structure supporting the proposed MetroPCS equipment and antennas Iocated in the areas depicted in the attached Hudson Design Group Drawing,Sheet A-1. This report represents this office's findings,conclusions and recommendations'pertaining to the support of MetroPCS's proposed antennas, BTS,Battery and PPC cabinets. This office ordered a Tower Mapping and Inventory from All-Points Technology Corp and a Structural Analysis of the 60'tower from Ehresmann Engineering,Inc. HDG conducted an on- site visual survey of the above areas on July 15,2009. Attendees included Andy Vanasse(HDG- Sr. Structural Engineer)and Ben Farnum(Property Manager). CONCLUSION SUMMARY: Original structural plans were not available. A limited visual survey of the structure was completed in or near the areas of the Proposed Work. Based on our evaluation,we have determined that,in general,structural designs to support the proposed MetroPCS Equipment within or near the Proposed Lease Area can be completed and components installed with NO STRUCTURAL UPGRADES REQUIRED to the existing structure.This summary assumes the proposed equipment to be located inside in an existing ATT decommission room located on the third level,supported by the existing reinforced concrete slab,beams and columns. The antennas are proposed to be secured to the existing 60' SST tower located on the building's rooftop at the existing ATT antenna locations using standard mounting brackets. A summary of the proposed MetroPCS equipment and support types are as follows: Proposed Lease Area...Located inside in the decommissioned ATT room on the third level, supported by the existing reinforced concrete slab,beams and columns. The approximate dimensions of the room are 12'-3"x 14'-3". Proposed 3 Antennas...Supported by the existing 60' SST tower at the current ATT antenna locations. Proposed BTS(wt=1423 lbs) ... Supported by the existing reinforced concrete slab. Proposed Battery Cabinet(wt=2264 Ibs)...Supported by the existing reinforced concrete slab. Future BTS(wt--1423 lbs)....Supported by the existing reinforced concrete slab. Future Battery Cabinet(wt=2264 lbs)....Supported by the existing reinforced concrete slab. Calculations and referenced documents are attached. 2 ` 13 Hudson Design Groupuc DESIGN CRITERIA: 1. Massachusetts State Building code, 7th edition and ASCE 7-05,Minimum Design Loads for Buildings and Other Structures. Wind Analysis: Reference Wind Speed,q(z): 110 mph [780CMR 1604.10] Exposure: C Category: II [ASCE 7-05 T1.1] Gust-effect Factor,G: .85 [ASCE Sect 6.5.8.1] Force Coefficient,C(f): varies [ASCE Fig 6-21] F=q(z)x G x C(f)x A(f) [ASCE 7-05 Eq 6-28] Snow Loading: Basic Ground Snow Load: 55 psf [780CMR 1604.10] Flat Roof Snow Load: 38.5 psf 2. ElA/TlA-222-F Structural Standards for Steel Antenna Towers and Antenna Supporting Structures County: Essex Wind Load: 90 mph 3. Approximate height above grade to the center of the antennas: 131'-0" 3 � � 3 Hudson Design Groupuc FLOOR SUPPORT SYSTEM CONSTRUCTION: The third floor is constructed of a reinforced concrete two way reinforced(waffle type)slab supported by reinforced concrete beams,columns,and bearing walls. The floor appears to be in good condition.Based on prior Ioading conditions,conversations with the building manager, visual inspections and past experiences with this type of construction, it is this company's opinion that this floor is structurally sound and capable of safely handling the MetroPCS proposed equipment loading. EQUIPMENT SUPPORT RECOMMENDATIONS: HDG recommends the MetroPCS equipment to be located inside an existing decommissioned ATT equipment room located on the building's third level. No structural upgrades are recommended. Reference the latest HDG drawings for the equipment locations. ANTENNA SUPPORT RECOMMENDATIONS: The antennas are proposed to be secured to the existing 60' SST tower located on the building's rooftop at the existing ATT antenna locations using standard mounting brackets. The proposed antennas shall be located per HDG's construction drawings. All antenna attachment details will be design and furnished during the construction drawing phase. Refer to the latest Ehresmann Engineering,Inc(EEI)Structural Analysis of the existing 60' tower. i I 4 t3 I I I Hudson I Design Groupuc PROPOSED EQUIPMENT LOCATION: ti Photo 1: A vier(if the existing room on the third floor where the MetroPCS equipment is proposed to be located. 1„<ur�U}3� r$ ,r �4` $�-.7r` ��} •�uxz��ct'��'eY��� � I �r y I r t Photo 2: Sample view of the floor supporting the proposed MetroPCS equipment. S 13 Hudson D Design Groupuc PROPOSED ANTENNA SUPPORT STRUCTURE: T RE: S z `4, k i t i Photo 3: A view of the existing tower,ATT antennas and coax that are proposed to be replaced by MetroPCS. G 13 Hudson Design Groupuc PROPOSED PRELIMINARY SKETCHES ANTENNA ORIENTATION KEY 1 fir.^� 350. i f der� -o-- -T roPC�). SECTOR A Unffmit Yourself. Zds A8:LLERICA ROAD Y4RD FLOOR CN �+' ^ 'asv r1t'•b's(/41 E01RD .u., 250 120' 6 `'N TEL(D�a)z,<-lzoo SECTOR C SECTOR 8 a»wa»rr+r[r�s �i ! aix(9�8)R,<-�;,o s ,amcecs fr�V 3, I- Hudson a I DosipN IXOupr. t , nnoRoem[IDeot I ama[s[o,se¢ol'ct ' f fCt't.•.:u,'f:.w,3'� L. / jjj/// L i ��•Tti NffE 3) Ne)R9f111 ' t)y) _ j C) 1.:.` '�•• 1EK[/V RE50f Ibl OixGR3) �y I ,41 59fq ON I �•• � •, '7r l�(!1!15,.,'.40}r lf'Y•/..,-..4\- v tie[ss ca:m¢) I aj N¢EOf M) f® 11 - �j 1. ;2 EN6AiEER/IhYD SWNtYIXt ; ".[asnr.c3,:•¢)hw(.•m) 3 .aaa n w fa r.:.wcaL / ,� � a uooam unmt me \ i � E.s:n.:F•:E�:.s,•:• ;; a RENSIONS (�)F v.Y:M- \^V`/ •W � ( Q6M1YC C[L9b0.190NID I • /"-fNSVC 9�E1'�N':ER ` OfN%afrtf W K fK-KID j I I 2 '/30 SSU�FOR co. IMUCi10N ,I-I-r 1'•�- 'I = f.-- i �� � j 0 W/18/0 ISSUED i'CFt Rfl7EW it L f�I I E ry.\ '1 -/�DtTE DESCRav i LLf ] om¢n w a t i I I� Ti } i I Lv1=FLY fu Ltt aA�t I Z SfrE NAVE, 1 W s«aysmID 1� _..---.— ..__..._.-._........... ___...._..__._._.----_ —.- J BOS0523A L.s:� ,_ ,�I:w; \ ❑ " '�" e 1 BOSTON HILL t:w sraRsI——J (OtLM+e ' L3 I sDDRF3S S BOSTON H8IROAD TOMPVDOUERµ101a15 L J BUILDING PIAN AND ELEVATION COMPOUND PLAN NROrf' e SOUTH ELEVATION {-•j�'�-;-•j-...� � l CO SRULM'AN WRL BE CO. 1 ��a UPON A SMMK77,RA1 ANACISIs. f�mfe0,)aFO 1MIVOMD I 0 Y-O'<•0' S•0" )Y-0' 0 ,'-0•E•^0' ,6'-O' K•-0' fwNtCOR�N¢MK 5)IOWf `CO w Hudson Design Groupuc AS-BUILT DOCUMENTS 91 , 3 r All-Points Technology Cor .,P.C. TOWER SCHEMATICHUDSON DESIGN GROUP metroPCS SITE#BOS0523 P.O.BOX 1481 SHEET: OF 1 1600 Osgood Street 3860 NORTH CONWAY,NH 0Building 20 North 60'ROHN SSMW TOWER PHONE:(603)496.5853 SCALE:AS NOTED DRAWN BY:REA Suite 2-101 NORTH ANDOVER, FAX:(603)356-5214 North Andover,MA 01845 www.allpolntstech.com Q DATE:9 JUL 09 APT JOB#MA198910 MASSACHUSETTS _F {! Tube steel legs 1 63' _ l4 i i e r N � 60' Angle steel internal bracing / \ Tube steel diagonal \ o &horizontal bracing \ c 10 fMCV4nN i '-t (6 E {r--- Varies / $o � CROSS SECTION ri n i No Scale i a�N �' \\ XX�N / It N J E Slope change 20 O -6-6 -6 Q / \\ tONtoN �J � i \ � Roof etev.-84'AGL / N �N mmT J j]•`O.O pyo C C 75 9 J 1 10'-8 0 oo a)M Roof attachment: •� c Tower base.plates rest on W14 x 99 beams with web stiffeners. d= W1 4 x 99 beams are bolted to 30°square x 2 Y4«thick plates with(8)1°O bolts. 30°square plates are bolted to concrete roof deck with(6)1 Ya°bolts. Concrete roof deck estimated to be 6-feet thick. TOWER ELEVATION Scale:11= 10' ALL-POINTS TECHNOLOGY CORPORATION P.C. Antenna Inventory 0 y Boston Hill North Andover,Massachusetts metroPCS Site#BOS0523 60' Self-Supporting Rooftop Tower July 7,2009 Antenna Elev. Leg/race Mount Coax. 8'x 2"horizontal yagi 64' A 4' x 121s"vertical pipe 1/4" 3'x 2"omnidirectional whip 62'-65' C/A Face 10'x 1218"vertical pipe 3/8" (2)obstruction lights 62' A,B 3/4"conduit on pipe stubs 3/4"conduit 8'x 1-'/2"onmidirectional whip 61'-69' A/B Face 3'sidearm on WG ladder 7/8" 8'x 1-'/2"omnidirectional whip 60'-68' A/B Face Top horizontal brace 3/8" 8'x 3"omnidirectional whip 60'-68' B/C Face 8'x 2-%"vertical pipe 7/8" (2) 10' x 2"4-bay dipole 60'-70' B,C (2)3'x 2'/s"vertical pipes (2) 1-1/4" Vacant mount 56' A 4' x 2-'/s"vertical pipe N.A. (2)Trango 12"x 10"x 2"panels 56' B,C (2)4'x 2-'/S"vertical pipes (2) 1/4" (3)966DDH90T2E-M panel antennas 47' All Legs (9) 1-5/8" 8'x 1-'/2"omnidirectional whip 34' A 6'sidearm 7/8" 2'x P flat panel 32' B/C Face 10'x 2--%"vertical pipe 1/4" Vacant mount 23'-33' C 10'x 4-1h"vertical pipe N.A. Vacant mount 20'-30' A 10'x 4-1/2"vertical pipe N.A. Vacant mount 16' A 5'x 4-'/2"vertical pipe N.A. 20'x T'4-bay dipole 1 6'-26' 1 B/C Face (2)4"x 16"sidearms 1/2" 0 3 SADDLEBROOK DRIVE K]LLINGWORTH,CT 06419•PHONE 860-663-1697•FAX 860-663-0935 ®P.O.BOX 1491 •NORTH CONWAY,NH 03860•PHONE 603-496-5853•FAX 603-356-5214 i 3{ cc. 4. ' I - R.1 ELEVATION - BUILDING FATOWER SCALE*V8°•P•0" t �,�: ..,%y', .`. ,f ,xr �\�•'kt .:q' .F sts\:, �,;.. :• .. c"\'-':.�S:s:. +f,?•n e��Ri•�i;♦%GJH'F,sosil,.-. :fv�• aS •..afi.,_. +4 �w- ..,1.+- Yy}( :+2.�1:C- > '�- � �T.7`:.:.�y_ j.1::.H +.� .c�jl`•� •-��,2y5j s•'^r' . 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Unlimit YourseH. 285 BILLERICA ROAD THIRD FLOOR etropcs(,, CHELMSFORD,MA 01824 Unlimit Yourself. TEL(878)244-7200 FAX(978)244-7240 BOS0523A "uas°" ±* BOSTON HILL WOdBL LM 6:PN ..M:PRF,4m44 5 BOSTON HILL ROAD NORTH ANDOVER,MA 01845 ESSEX COUNTY - L.I SITE TYPE: COLOCATION ON EXISTING LATTICE TOWER ST'S ENGINEER/LAND SURVEYOR AIN PDuerA SITE INFORMATION: VICINITY MAP APPROVALS �A Lsoem He6rwNIM.rrwNmA PROPERLYOWNER: BEN&JOHN FARNUM SCALE.NTS IANDLORC: 307 FAR"ST REVISIONS NOWH ANDOVER,MA 01845 A � TONER OWNER BEN&JOHN FAN UM FIELD CONST.MGR: 387 FAR"ST RF ENGINEER: NORTH ANDOVER,MA 0IM SITE ACOWSRION AGENT: APPNC.4YT: METPOPCS MASSACH4J3ERS.LLC � � ARCHITECT�IENGINEER: 3 8/03/09 CONSTRUCTION FRAIL285 BLLERICA ROAD CHEUASFORMNIA01824 2 7/17/09 CONSTRUCTION FINAL ISM 2447000 SHEET INDEX 1 06/30/09 SSUED FOR CONSTRUCTION SITE ADDRESS: 5 BOSTON HILL ROAD NORTH ANDOVER MA 01845 DWG. DESCRIPTION REV, 0 06/18/ ISSUED FOR REVIEW COUNTY: ESSEX REV. DATE DESCRIPTION LATITUDE N42.mi. T.1 TITLESHEEL 3 nnXOL w. � aulu LONGITUDE; W-71.0W =r/ ONt GENERALNOnS 3 u ngNy 20NNG CLASSIFICATION: VILLAGE RESIDENTIAL. No Gt PLAT PIAN 3 c:m9 m ZONING JURISDICTION: TOWN OF NORTH ANDOVER ,Sn VLL a} A,1 B ILDINOPIANANDELEVATION 3 SITE NAME: A¢ ANTENRAMDUNfING&ECKPNENTRODM PUNS,SCHEDULES&DETAILS 3 TAX D PARCEL NUMBER: MAP 1070 LOT I I ARCHITECT I ENGINEER: HUDSON OESION OROVP LLC E1 ONE41NE DIAGRAM,RISER,AND DETARS S 16DDOSOOODSTREEf EQ GROUNDING DETABS 3 BOS0523A BULDNG 20 NORTH,SURE 2.101 N MANOOVER,MA SINS R BOSTON HILL POWER COMPANY: NAnONALGRW 25RESEAHCHORNE WEBTSOHOUGM,MA01582 s r (80B)38&2W0 DO NOT SCALE DRAWINGS SITE ADDRESS: TELEPHONE COMPANY: TINN IM FRAM1UN SLREEf 5 BOSTON FULL ROAD BOSTON,AU 02107 AND SHA TOASHALLVELBY ALLPUWS AND EXISTING DME PRESE AND VE I N RI T60N TIE JOB BRE (B0p)W1�B00 ANDSEPROCEEDINGWIH NOTIFY WORKPROJECT BEROWNERSRE FOR IN WRITING OF OISCLEPANCPS NORTH AN100VF7T,MA 01845 BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOIL SAME. 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ZONING SUMMARY TABLE ,�,r1COItY BOS0523A BOSTON HILL \ awua+ac Naww wP 10>0.LOi JO \ mr iIaNEAOE BS iT tm'A A / / \ /i fA0N1 YAw SE1BtOI• 2S rt STY3 \ ' SNE WIRD SEIB�CR• ISR J21'S CITE \\`--,-(/`, / \ /� / \ R•FADAAmrueam tasETNBf¢Avz•eEo rroN THE amesErSTr wareYa: ADDRB BOSTON HILL ROAD RTHANDOVER N1467845 < EouwmR ro MFAR[ST Lm TOE pRAwND TITLE• PLOT PLAN F Assuum DWTRn mronNn oRiva nDN soAN. c-t �ict'-+w� auEra war a woREo DE,1cnw rm caxawx PLOT PLAN O 75 150 300 /50 1xE WxtRKTaR 41Y1L tfRlit woaNle Aw y� ELEwlwxs IRwcN ArrccT T1E CaRan0R5 Bax t.PIOi PLa 855m 011 TAY IPPB rroN TE 10ON a NORM IND0IER ACC[SSm ➢RAWING N0: a/tR/W. 2.rEreA<zs w[rAm1 rmN ttlE clmEsr war m eawuwr ro vRavoTr uxes C-1 a sm satLr ns Nor vEteaelm m 1NDserrt Doren amuv 11c ANTENNA ORIENTATION KEY E—I 1�^J/\/tel• (TTP.)G WHIP ANTENNAS— met �1 VS. 35 O — ELNONAxI012 AGL)ER UnlimitYourself. SECTOR A 1 AT17PRO ."ANDE 288 BILLERICA ROAD YEiROPC94."low LAS THIRD FLOOR OmA,m» ANIEIRIMS CHELMSFORD.MA [uv.71-O: 01824 TEL(978)244-7200 SECTOR SECTOR 8 254 120• FAX(978)244-7240 C Hudson Dosipn G=puc ±* eEaaozwoosTnEEr wn UU nBlmExlDl Tu:rcro ssr� .AxowEl ER.N.ADIe.n FAx RTO scare EXISTING BUILDING N :r w s —7—----—� ,F L .. PROPOSED Rplpri MT. I PROPOSED MlIROPC$ %ISTING ANTENNAS E%IsTINc OD'HIGH TOWER ATS INBRMI. LFA9E AREA y6pK -'(BY OTHERS)(TYP.) Ex5TIN0 BUILDING I I DECO'"SS 1RD ACCESS BELOW) ��q�) ATAT SPADE ONLF)/ OP OFAE%ISTNG ROOF ( IME.1RD PIDDR 1 x nr:N.rt. WISINGRAILS AT TOv or Roo,I-) O O S„ I I ENCIN R - E%I—G D51I ANTENNA(ttP.) R b A v%4TOx q LM faR ANr MRIDrA e UMpB 1MY AM ACTINO UNDW TIN NRECRON w: 3q A LxXN#D PRgDT5Xiw1 ExOxER. ENISTNG.0'NIGH L S ro AVDI Mn DDLx.VnR. TOWER ON THE Roo: — ——— ExISINc ENrus REVISIONS (m OTNERs)(rv.) 5 E%ISTIND WINGOW tt UGDEfl mP,) oal.o oo -STING SAFE GMK PORr To K K—usm O 8/00/09 CONSTRUCTION FINAL 2 7/17/09 CONSTRUCTION FINAL Imo, 1 6/3O/ SUED FOR CONSTRUCTION �m KRJFAu I I[LL�Jtl 0 06/18/ m w oDOR ISSUED FOR REVIEW IDCKR/DK�WI�MBOKEYS FDII � INION R001L aw nM LANaLDw. � y REV.f DATE �I DESCRIPTpN o i t OTING, l IT , f I\ I I C RDDF I , p..11 M A A,sM.N \ 4 1 El ��oFroul�tDAK nKarP m SRI _I LLI _ 1J _ _ - D K RB_DSED ENIBTNC 6AFEtt Rats SRE NAME: _ ON THE ROOF(ttP.J PoDC'1W0TO KOIED COM P'ROIO9k99 ITIIOPl1 LIRE MEA AAE °" 1 BOS0523A E"WING WINDOW I TIM'RD DDDR ® BOSTON HILL —TING STAIRS (BELOW) J ExryTHE NAIN ELCCRC ROON ON 1Rf'ET FLOOR SITE Ano 6 BOSTON HILL TOAD _— ExIsrlNc auILOINc NORTH ANDOVER MA 01846 I DRAwNG unr: I I L__Jz BUILDING PLAN GROUND D-0ACL AND ELEVATION ELEV.� KAt MXM COMPOUND PLAN NOTE e SOUTH ELEVATION DRAW NG u0: A-t ALL CONSTRUCTION WILL BE CONTNGENi A-t Ow. TOE. UPON A STRUCTURAL ANALYSIS. 4_ 0 Y-o•4•-0• 11 12•-0' 0 f-o'B'-o• 16'-0' 2C-a' aN THE TOAER ARE NOT5NDM1 FOR CLAMY. RF SYSTEM SCHEDULE ExLSFING m roPCS' ANTENNA INFORMATION MAIN FEEDUNE TOP JUMPER 6070M JUMPER ELEV.-B'-0'v.LF. SECTOR TYPE AZIMUTH RAO M.AGL MANE MODEL TEED CABLE NFC LENGTH COLOR SIZE LENGTH SIZE LENGTH Unflmit Yourself. BOTTOM FXL 1873 COtlLEWR 145'3 IED I SIRPE 1f" p' ly' 10' 285 BILLERICA ROAD ALPHA T./ft 750' Z 41ac - 131'-04 WITHRER! 800 10504 BOTTOM FIR.1873 CUMM 145'3 REO 2 SIIP6 X" 5' 15 10' THIRD FLOOR BOTTOM FXL 1873 Cp56WFE 145'3 BLE 1 SOWS 3$' B' X" 10' CHELMSFORD,MA BETA Tx/RK 120 Z elec - 131'-0'3 XATHREIN BOO 10504 01824 BOTTOM FXL 1873 CpKMK 143'3 BUR 2 STAPES $" p' 1S" 1 1 TEL(978)244-7200 BOTTOM "L 1873 OdRBORC 1453 DREDI 1 51RPE 11 p' 11 10' FAX(978)244-7240 GAMMA Tx/Rx 250' T 4Mc - 131'-04 KATHREIN BOC 10504 BOTTOM FML11873 OOMWJR 145'3 OATEN 2 SBIM OPS - - - 10'3 ANMEW VS-DBW-ZBN BOTTOM LDFhSOA AIDREr 15'3 - - - - - \ I II \ I exrs]Wc enEaloR wKl Hudson Design GrouPlk O SECTOR i ErNsnNc ELECRtICK 350' PA EL \ 1! `'� A�.xGRIK�MfEalol F�NA� � OE�TILGiZEOBLE rRAY TO PROPOSED ANTENNAS (TYP.OF 3) / EXISTING Y1 IF I/ti$n LATTICE ®FR a TONER f`AFIIEL \ SECTOR 2 uiiiTlTo REYA N m]Ac SECTOR 3 \120 250' / \ ffk )7,C D�rnp O[WIBMS491lD ENGINEER/LAND SURVEYOR Cax POrf TO eR RR-Lao ExISraNG EXISNNc A 14At1011 a L•w role ANr Prnnx. EXISTING WTERIOR wKL PANEL L�—C�[WAP.LL ML(mlpM ExISTNc SK 1PUOWO. ANTENNA MOUNTING PLAN (RE-LOCK PM 11ElImPCS 1p KlEll lb D0.M. ETRoaCJ sxaFr,Anous7 C q�� xrs REVISIONS 3 B/D3/09 CONSTRUCTION FlNAL dDgS 2 7/17/09 CONSTRUCTION FIRAL TpR nORRI1 06/30/ UED FOR CONSTRUCTION 1.FOR ALL PENEIRAlIONS SEE OEWIS ON EQUIPMENT ROOM PLAN SHEET E-1. 0 06/1!/Og ISSUED FOR REVIEW A-Z D 1•-D" 7-0• 4'-0' 0'-0' z DTISTING BE TIED 8710 EE%L ONO SHALL REV./ DATE DESCRIPTION FIRE&ARM MTEM AND METROPCS NE1Wm OPERATION CENTER p0lAM RRaN m v AS PrnrW oaxD R AI« PROPOSED SITE NAME- PANEL ___PANEL ANIEMET W/OCWMILT ILIROPCB BRNCKET AND PPE LUMPS BOS0523A pAl1EM L'eBI12Er: BOSTON HILL MOCCEu,L MEIROROR Mooceovlooae P/!R1[O (Sp.4^M i1.e'M9A�0 FUNRE MEIROPCS CRO'MH �MODCELL CAOINEi: SGE ADDR M; ^I IJ5.4YhJ].B'D+]2.4'H) cvs 5805RON 2Rl ROAD 51M1Ex552'D NOFTMANDCVER MA 01845 \1 ,•yi DRAWING T F� t ~N ANTENNA MOUNTING& ( EQUIPMENT ROOM PLANS, SCHEDULES&DETAILS e. GPS AND ANTENNA DETAIL A-2 xNE:NIS DRAWING N0: eEQUIPMENT LAYOUT PLAN A-2 A-2 SG11L RR w•MIN 1-1/2 M.T*OFFO13 S OF ONE 2'p SCHEDULE 40 PVC PIPE ELECTRICAL AND GROUNDING NOTES NINK5 pe MINERAL WOOL BATT INSULATIONIRMLY TO BE CENTERED WITHIN DRESTOP PICKED INTO OPEMNG AS A PERMANM. SYSTEM. A NOM.ANNUTAR SPACE 1.ALL ELECTRICAL W SHALL CONFdRM TO THE REpAREMENTS OF THE NATIONAL 12..ROUN—SHALL COMPLY MAIM NEC ART. 250. AOdIONKLY GRd1NdNG BONWO PACNNO MATERIAL TO BE RECESSED OP 0f 5 18'IS REQUIRED MIMN THE ElSC1RK L COOS(NEC)AS WELL AS APWCA6LE STATE AND LOCAs.CODES. AND UGNMNO PROTECTION SNALL DE GONE IN ACCORDANCE MAIM PROR:CT OWNEA'S � �ol 1E SllflfACC OF FLOOR OR FROM BOTH E OF R P SYSTEM PIPE SHNLL BE BR SITE CRdWAMNG STAXDARDA l�.l� S. WALL AS REQUIRED TO ACCOMMODATERIGIDLY SUPPORTED ON BOTH SIDES 2.ALL ELELTRIW.ITEMS SIMLL BE U.L IFPROVED OR OSTEO IMO PROCURED P[R REQUIRED THICKNESS OF FILL INTEROF WALL/ R MY STDRTCATOH REpUIREMENS. 1J.OURWNDBLE mpMX SHIELDS MwwUN AT BOTH THOS u41w0 wwufACiuRER4 CMx BM VEEirtElit YollrSeH J.THE EIECTMAL WORK INCLUDES ALL LABOR AND MATERILL DESCRIBED BY DRAWINGS AAN� UGFIGELL WNCIOENTAL WORK TO PROVIDE COYME DPCRATINC AND 11.R�/SCpPpERNERMSPEIFIGREEN ED)A110/Y SOUDUTMKMR D BMtEC.OPPERvnRE 28$BILLERICA R• roR BEIDw RADE cflou.allo As NDIa D DN THE DRAwIwTHIRD FLOOR GROUT NL VOIpg 4. GENERAL COMPACTION SH111 PAY FEES FOR FERMIS.ANO 5 RESPONLSIBLE roR CHELMSFORD,MA AROUND SLEEIRS OVAMNO SN0 PERMITS MID COORDINATION OF INSPECTIONS 15.ALL GROUND CONNECTIONS TO BE BURNG!H UIDUIO COMBRESSION TYPE CONNECTORS SEALANT OR CACWELD f%OTHERMIC... DO NOT AU SWI BARE COPPER WYIE lO BE TI CgRAR 01824 3O.N WAIL AND TELGLLVAN¢WED UTSIIDEMID A B WING AND UPOSED TO SWo P> (Aq LL —GAU—.M STEEL TEL(970)244-7200 PERMTTEO M C00p MND WXEM RCWIRFD W LOUD Hd1f REXIBIE MRK OR 16.ROUTE GROUNDING CONDUCTORS ALO.W THE SHORTEST AND STRAIOHTEST RATH POSSIBLE. FAR(97B)244-7240 _< WNMRALLKCOHpLIfS. E)1 AS GTHEMSE W `M. GROIINOINO LEADS SHOULD NEVER BE RENT AT RIGANIH 2 In.THICKNESS OF fHl MATERIEIT ANGLE. AYS MULE AT LAST 2-RADIUS HIg3. 6 RAMIE CMI BE BEM AT V WTMIN ANNULUS RUSH WTM THE TFACE OF 5. BURIED CONCUR SGML BE SCNEWLE 40 PVC. RADIus WHEN NECESSARY.BOND AM MRK OWIDGM N 6 FEE OF PROJECT FLOOR OR WITH BOM SURFACES OF OWNER EOUIPMENT ON G.BINR TO MASTER GROUND BAR OR GROUNDWO RING. J. EIECTMGL WIRING ANLL BE COPPER WTX TYPE MXHW,THNN,OR THIN MSUulHlll. SPECIFIED TFY.WlOItvNF5 IMC: CONDOR 1J,CONNECTIONS TO GROUND BARS SIWL BE MADE RTM HYO HOLE COMPRESS.. R. RUN ELECTRICAL CONDUIT OR CABER BETWEEN ELECTMAL VRI_DEMARCATION HYPE COPPER UOS APPLY OMOE INMGRN CDMPdMD TO ALL LOG.TON4. SMOSEAL SERIES BOB SLAV_OR NOTE: PRM AND PR0.1Rl VRNER CELL SIR PPC AS INDICATED ON T.B OR-M0. Hudson SPECSEK LCI SEALANT, CORE HOLE 1 1/2'WiGER THAN PROVDE M LENOTH PULL ROPE.COORDINATE IHL4fAVT.N WITH U1MY COMPANY. 1A APPLY OXIDE IMANTING COMPOUND TO Al COMPRESSION TYPE GROUND CONNECTIONS. � UL SYSTEM NUMBER: C-AJ-2057 THE DIAMETER DP TINE CONDOR. DR[Ipn Groupuc F RATING-2 HR. CORE DRILLS TO BE SEALED WTM 0. RIM TELCO CONDUIT OR CARE EE M TELEPHONE ITILM DEMARCATKN PONT MID Iv.CONTRKTOR BALL TEST COMRETED GRpMD SYSTEM MND RECORD RESULTS FOR O• ELA.SIOMERO SEAUM. PROJECT OWNER CELL SITE TELCO CABINET AD BS C. —AS INDICATED ON THIS PROJECT CLOY-OUT ODCUMFIGATOK 5 OHMS MNMALAN R[SISTANCE MG.-G, PVC CONDUIT PENETRATION DRAWN.PRDVX%:FULL IENOM PULL ROPE N INSTALLED IELCD CdOUT.Pfla4M CREENLEE CONDUIT MEASURING TAPE AT EACH END. 20.CONTRACTOR$XML CON.If ANTENNA,CCAX,COW RETURN-LOSS AND DISTANCE- DETAIL IN CONCRETE OR MASONRY 10.ABOVE.ROUND MATRON OF CONDUIT BETWEEN BS AND PROJECT TO-FIWLL ME/SURCHAEMS(SWEEP LESS)MID RECORD RESULTS MR PROJECT CLOSE OUT. a"' NONNY alo, TEL.Q ADs ae PK'MNC.LL. I.MIN 1 In.THIONNESS OF PIPE AND CONDUIT PENETRATION OWNEP'4 CELL SITE PPC SHIAll BE SCHEDULE 40 FVC CONdIIT. 21.FROG PER �TURER. M NDMIK TEw��-H AS MC— PER MAwGn-x. MIK 3.5 ION FIBERGLASS INSIIui.N SHLLL BE DETAIL IN NON-RATED PARTITION 11.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NDN SR ENG.O%J E WRAPPED AROUND 1HE DIROUGX-PENETRANT AND SECURED TOGETHER BY MEANS OF NO.24 AND STEEL TE MSRE PACKING MATERIAL SMALL BE CENTERED AT MIO-OEPTH OF OPENING AND •L ��C RECESSED FROM BOTH SURFACES DF WALL Y ASSEMBLY REQUIRED TO ACCOMMODATE THE ONE 2•0 METALLIC PIPE OR CONDUITELECTRICAL LEGEND REQUIRED THICKNESS OF FILL MATERIAL TO BE CENTERED W 114 RRESTOP PILI VO n OR 4VTIY MATFRMI _Cu n r DR MmY• SYSTEM. WE SMALL BE __R1An,9AAC[W1NIm A ALWOR ('f(h_'E,_ PY RIGIDLY SUPPORTED ON BOTH SIDES IN 2 4 FIRE RATED AS""W" 1 314IN. OF WALL/FLOOR ASSEMBLY ClILR VAMl fO.N.SLRfAQ YWTRD V MAl I ASH, INICKNESS TILL MATERIAL APPLIED WTMI 1HE Qi DPY TYPE 1NMRQDER ANI ELOW.Art-MWR _ ANNULUS RUSH BOTH SURFACES OF WALL SNARE A TYPE DO 2],000 AAL. C ADDmONK FILL MATERILL TO BE INSTALLED SUCH SWM[0.TYNE.xODA xP MAN PANEL SCHEDULE NEW 1 ® "VEA pK p,LLWJ®WpD GOM,a THAT A MIN 1/4 In.CROWN IS FORMED AROUND0.4„ALV THE PENEDA1iN0 TEM. IN 1 MR FIRE RATED 1L GROATRENGR C -MD ASSEMBLHATER,IES,MN 5/8 N.—ESS OF FILL SURFACES OFAPPUWALL IADDI OINK N ANNULUFiLL ANBOFRML TO '� OSCMPtpN AYP IW OESCRPIION OI RITE.MRM W A(l. 1 �w ��• n G STF BE INSTALLED SUCH MAT A MIN 3/B 5 A.CW`H EDANA I IVSBE 04WM6T L MOMI[O N'LJE. °'ASRA��MR OMOWaM !)�. T �\>.• FORM D AROUND THE PENETRATING ITEM AND 1 M UDM FNTLME 2 •bOM1D NMRlTdN I?HIr- L A PI 0.1 N.BEYOND THE PERIPHERY Of THE YOD CELL/t 10p - ® RIME Mi 10L1III 91[G[9WPRmOR WN I O •I ERPOIT QGID BM ENGINEER/NAND SURVEYOR 3 SPIRE 4 8ti1-N NAS 9AF,16 YDXIAD MdMxp —0— COLPO fMd t M MRS UL SYSTEM NUM9ER: W-L-1D29 a MOD a./2 V R11AO taG - SPUR 5 ® An A.M.wii4lNAE RNME GPD®_AMD rt M A wu1oH ar urr SPE CSEK SERIES 553 SFAIAJT, 7 - SPIV[ D LDA CN[L uNLOJ HEY Art[KIND UN_ SPECSEK LCI SEALANT OR SPEWEAL PUTTY. F RATING-1 B 2 HR. ANCTDW EOK SWME MDINRD IV AFC. M A LICOMtO PIOF[md W P - SPIN 1D Q !/SFS CRM OAD AIM®FRED TOnID A00 PIPE AND CONDUIT PENETRATION n SPARE m - SPGR 12 ^ ORdm W"R10 1D KTu rH•DaclMmr DETAIL IN GYPSUM Wl. ALLBOARD ,J souR 14 �--� ,DTR WAR IIHRAY 2/n•Ina.ne/c �f °R"41MD o apEym,.- SPAAE 20 O—R u6M RO PGRv PMRCIIDN CABIIEI ""' REVISIONS MAXIMUM MAXIMUM ANNULAR FORMING MINIMUM F T WALL HR MAK DAM OF T RATING HR 15 SIVA 16 AN, AR1K ixJ91IO fl00R (V6FppCGIpIK 6Ec101ILC YAIO2R SSIOI(OB)RUL PPE EM SPACE I—ERNL SEALANT RATING RATING THROUGH PENETRIM In. ti tD TELOD TAN 16 MOM lN[SS ORER[H x01[0 DLAUM (1Z THIOKNESS MICKNE55(HOURS)(HOURS) Iv YPtRESOIX M 15 m RECEPUDIE xO i LutMMDar (X) m awM F.UIT[IflM11Pld 1-1/2 - 2-1 5 2-1/2 2 3 1 - 7 8/0.3/09 CONSTRUCTION FINAL 6 4 J�M 3-1/2 t J 0 SKIM. 2 7/17/09 CONSTRUCTION FINAL 6 4 3/1 TO 2-1/2 2 3 0 •iY<E N,IURl.w e RaTkH&OF THC tkSEStUI*}'/SYCM IS EMSRNC TELCO BOARD 1 Ems. 7w t FIRE pA'rx�,nF tHE WA.t 1 08/30/0 STEERED FOR CONSTRUCTION Nsrut,EC= rNmro9ED r Txlmm PMR.1x4 ANG N x•rLmBLE c.r.ur. y-TEEL SLEEK DUST.ELEcnecll MEL 0 06/18/ ISSUED FOR REVIEW CONCRETE RAOR OR WALL ASSEMBLY,MINIMUM 4-1/2 In. 'GINE g`s ..AG+ PK`u THICKNESS FLOOR/MINIMUM 6-1/2 In.WALL (OPnDNK) C €dt WAC'WAY tCr NE 4 WRsllN ts3E PROPOSED BS CARTELS REV, DATE DESCRIPTION FIR 4P 56114.�`fMM€ A WV A cW . PROMISED 2#2 AW 6 216 IIVG W 2'FEW CONDUIT FOR PRRNRT BIS. Roxn In DmOtn en u +SGML now=Poft IK-w-1w _\�q MINIMUM TMCKNESS OF SEAU,M AS '' SPECIFIED N THE TABLE BELOW,APPLIED Tt,=;,;j*�Y, < OR"ry RNA, 0, £ice m(Q SERVICE m NM RAW E��L dwAl ro A!a.DWx WITH.THE OPENING,RUSH MATH THE OR WALL ASSEMBLY: ' 1Y55 CIFEd'O M TOP SURFACE OF ME FLOOR OR BOTH 21N,to M WN[NL BRWL YERR . GfG OUTLET SURFACES OF THE NKL. C , . YAM_1vM1AOR SHIM SITE NAME- MINERAL u- F=U" YI 1111 a` 6.Cw'5.flF' MINERAL W,0 pf UATION WWLt_ AOOEFNNkV.i#.4 MATtRA'FG.BE i1%ro w F' PROroSFD 41NIMUW OPENNO AS AFPERLY PACKED INTO MANENT FORM: H)S p T 4 °T£M AMO: N�r Y e0 I BOS0523A STIEE�N FOR NIMRAUM REQUIRED w T41T CF`*1P xCOF]F 6 LES S H I BOSTON HILL MEL IPE.6Y(OR SMALLER)SCHEDULE 10(OR HEAVIER))STEEL PIPE. �Snos ^LO CAVI M OR J 5 CONDUIT:4'p(OR SMALLER)ELECTRICAL METALLIC WONG(EMS IP OR 5'1 MID MEL CONDUIT. (�/�6 (1)/_ 1 1P TELCO FAN � 6 7 UL SYSTEM NUMBER: C-AJ-1020 UL SYSTEM NUMBER: W-L-2093 GEbG7OR RE¢RKTE , � T 3)/1 (,)/x.N 2M crT A��' F RARING-J HR. F RATING-t t 2 HR. I 5BOSTONHILLROAD PIPE AND CONDUIT PENETRATION PVC CONDUIT PENETRATION 10d'9' NORTHANDOVER,MA01M QETAIL IN CONCRETE OR MASONRY DETAIL IN GYPSUM WALLBOARD I xDA-1p (J)/t t(1)120 M]t 1[OOdll x DRAWING MILE' +e PENETRATION DETAILS s�0A01"D PER 11a L LIGHT FIXILIK. EXISTING SERVICES E_ NIG :EE NOR ID ONE-LINE DIAGRAM, RISER,AND DETAILS ALL CORES THROUGH ELECTRIC x ONE-LINE DIAGRAM e POWER/TELCO RISER DIAGRAM ROOMS TO BE FIRE-STOPPED. E-1 ON - E-, IGMe Nu DRAWING NO USE FULL CONDUIT RUNS THROUGH PENETRATIONS E-1 C1.oo Nm INsrAu LABIE cRDuxe Krt AT A BEND AND awArs 111etro�S. ARECI cRARn wRE Ec_REwr ro cncIRLD PAsTB �r 6 r x's°N4RwE Oo oli`rt SEEaLwiDm n'wr�,ac vN.n—sm. lMlimit Yourself. ANTENNA AIAKww UCANx x _R,PR°°iN6 R_RE TA-vARI TME 91FPlCD wIM SUPPORT .GOLD SL __BE_ 285 BILLERICA ROAD THIRD FLOOR PIPE HYAENA 1gIMl OROIRD CHELMSFORD,MA ANTENNA(TYP.OF 1 PER WNI CHI£ x t/xY LMiL IY ro x' 01824 SFL'IOR,TOIAI N)>) AMENNA fAOUxpW OIS 01 TEL(978)244-7200 (B.O.N.SEE PlA2Q 5UPpORT 016 O aELE - FAX(978)244-7240 G o ro fuwLEln COAKML CABLE-1-1 ° ruTxproRDarw Krt GPB (SIRE NOTE 3) Hudson GBLE L ANTENNA �T00 TOIRIElO Id6 AWLS CRAMD KIT Dwnpn GlOupu< GROUNDING Kli � (1AFR[� �6 AND SIRWOro MPPER OROUKD D ERB p (REe((IXCWOEDxro cR°UrD BAR) NpF�i1,9YliEaiot itL• 'eG GDWMM— ELD NAwAEn,NAmNs FAx pnl Fb9le c EQUIPMENT GROUND BAR(EGB) CONNECTION OF CABLE GROUND KIT GK PORT/ E-: crALc xrs e-E TO ANTENNA CABLE TRY HOOD 5 NfLEBBARY SIL SqL (^\`o L I p: . ANTENNA LEVEL a+aWWNG RSLR owmNO AHILL 'Sr= svAxs �-, G m e�urc moN AmuRa 0.4 J/t U ro—NR ORWND Krt CABLE GROUNDINGf COAk POR Kli(lYP OF No12) �} F• EMRY YD �27.NA1 ET" QxG AWL INSULATED CABLE TRAY SECTIONS TO RE GRDDNGINL HALO(Al—w/ BONDED DN BOTH SIRE$ m O - N ANTENNA O Dt 414A1 NON-MfTALIC NuxERs) wlrH Aec(INSULATED) ENGINEER/LAND SURVEYOR LIGHTS GABLE GROUNDING KR ttP7 m n 6 A vnurnx of LwE Axr P[R]ON _ 0 uA.Ass Txn AIW Anwe w ra ARmwx a A L%wegm PAAVWvrML OlPrmt O DnEDD EG ro 4ROLND nxD EARLE TRAY ° MLR D CA.ELD AT°BARO_ REVISIONS —I#BO LOA%uL O #2G AIgEW UCBIRT M FW11.EILII lIAE GRLE _RN AND STANRR!NSMAlA6 AID 110UNIIIp BRLOQI9 A4 SHAM Ot°nwRMC WOD UI EE USED MIM c vo.DD 6RLx Lw°edr m BUEDND srx. °aR pLouwD RND /zc ro owuxe WxB AT J 8/03/09 CONSTRUCTION FINAL GATE FRAME/ uNn LROUNO TO ° w SxLLwp�u[T Dmmarc w[ �� 2 7/17/09 CONSTRUCTION FINAL GTE GROUNDING (NP.) E%IBTINC WATER Q JUMPER GeoNEr AaiN 1 06/30/09SSUED FOR CONSTRUCTION EQUIPMENT ROOM e MASTER GROUND BAR(MGB) e INSTALLATION OF GROUND WIRE o e/18/ ISSUED FOR REVIEW E-x TO GROUND BAR REV./ DATE DESCRIPTION s°u[xrs ,mom, A,aaxx ATrcun_As SHDIM OM dro ausllrm o-x awm TIT•E xN.c 56E ro sun BOS0523A e GROUNDING RISER DIAGRAM FA Ww sa D�w s�Na D BOSTON HILL E-x ELNG N9 aro«a°RD>,uawr,Ee aN Aw°ORFEM NEIMTFD " Fro IpLE s1RtJoxr rouArc,T e e arouw Luc suE ro wrt _11F ADDRESS 5BOSTONHLLROAD NORTH ANDOVER MA01845 ypUlp yp DRAWING TIRE: GROUNDING DETAILS °-0 cMWv Room TfEE rmn/NKn w NA%. ow-ro s¢E TD sun eWATER MAIN GROUNDING DRAW�yryt�y( uD: E-3 SCLLD MDI E-2 t 46d 7 fice of tile _Tharti;_L�(ti �1.�'_i�r��Lt...td cw ""oat ,k F i �" to,\cToy t rf ...J...'S.'�.,_�.Ly_�tE t.><: �_.. tom:- :i.'44.._.e_e. �.at V_ �.'...._l'__ ... ✓{l t�..SID L HDRA AMY: A-- C <' �= -s' Bldg. ZBA CE e < 1 .C_ P t ConlCom 1Ieaith Fire Chief Police Chief appe,:al all be died Town Clerk DIDWI Engineers firi d �E . e t�e Surrounding Towns date of fl 1, notice in Ge We of Be Town Cluk, D `ate of le "_4f , August 4 2091 YF�FS:SFiaes S.`:,_.if`'yf'; .ad. .. NSA-, "EN. P�'np " 7C P-a to nrr "Cei s. _.. ?c:-_L-ii fro-r' th l Vn:'_:` B--\\\ .'a-'�: st�.._;ons NO ly W"'A_._ SuM v _ (:i.'iilws mid y:cdo n :165 10ya!a _o..._ itis VAN o y a. J ^ Wa _ r co-Wal - G;a. il; __. CQ �'� t�!C�T�.-� i1. .i�� _ uJ-ll_an✓. M.4-d''i -Ill The planning Beard I. vy .._ P'f 15 the F'€'&03 Speed! perns! hoy .,tom WAY NAIsri Many 3 o i;_IC:C;t�, WAVY 101040mass nap ro "A kin subsnczm s0minun 'in Mph le Vmmm tit 00=01 0=110m -` " YJ.1., `1 V- \ \: Ands {.lad. cl .o " his - -' - ____,_Y.1; D.A.: V:.:Y_1_ S . WN is an LOA; is'namsmy ms oil :s =rmily hasing 00hossSAW_. ._ VaAyz -minm .. Wha' .. �C..._ ....._1 .ice..'.._ c_. 22 C_. _.._. r : in coverage, mixi av Ln ^ ._ _ _ __ _ N OW- nn YKAwr winh ±2 V• ..hm_" vdia_n,_.. -. : is �,C:.. l�✓_ ..1 .< 1_ . �_,...__�.... .J- t, _ Cil i.....__. s .-_ _,_ ....__-._.,._ • " r'os`'_" usc. Tit proposedi in ME on Q plans anti repons ithranced hs-e_,_' P equionan, WASS curmnunic.aiions cquipn-_en-._ A ::na_iyhs of me b0Jin g was p:-,_.3_--n_-,_' znc a's bi the Submittals and raposs ntftj o di deMon in MAY,,. -�,zjcej a, _."i2 analysis Wernninad wat no s-zac_-Li_irai -L.,.pL_,:-ardes are rooLi7eg ft: ±Kkahon of the WAss ONLY as Dro,c.,sc± I The appl-icant has pro-.iihai Any have a 1g, My in insIRIj fl- Ardess ACHN, as U70posadjnICKU bi- The sAminals a,,,�, rc-1,�,or-i-s the ene of this JQ S j__.' C 0_n,- t i =7 9. The appkam has dumonsna I` 1-a-Cili— wJ-] th,=� . comphm= ,v:-h FCC -�gula-.,ons as. -i.,naimed by tho MOM and rq= rArmcme a; on eyd of Lins sion ir� Condition 9 1 V TO TQ;onimunir�ati,_^ns Ac-, of 11 9916 ihis Boa..-dl nta! L_, CAUS of 14 transuAssions So ac3ounv SOODC" VC: mqlArmamts. 10. The, was roMwed bN; a j;,)n.s-,,.-,an+ rc�ta-invd by Ow Plawhay Roa,-CL Mmt Humninn a cudBej raa6ior-lr.:O"12_ncv --hai apykicabon is K� numnVaNns ! : Ftdewl CA"— (IFCC.) siantards and That CK applinhon cumph'-._ vi-_^ Andavefs SIM,, vkh regard to -P- I --- i S�T!es in, to It KDOOKS: M The dconAnation tha, at 05nanj gap in Onv5mg2nx ,Q. 0 Closing that PP usig WIN sks is noi feasible duc to in coverage Nuts. 0 The dasnaSnaton, zka-, no sots me availal..,7._ an.-, close -,,e 2a-p. _i. A chten DOW questions to the MarL.-l-_aig Boar:.. tha! ha- s Lo-_,npli a-rice vvi-N,' 04 Toun of Cal.it f LhiJ on, P.a_-.-_,ni-_ng Board rill -�na: this projeci reney_ North Ajidovs Ls ZoNng Bylaw rnquAernc,- P-iw_ T f e� raquaw, conditio ns 1.1 order to be. f-Iii v ;'_r P_a_-__,'ng B'aa__:, apparova. -,o t apphc,anT pi-o-viLiec' are v .. _`,.,.. .-:.il.. ... _._� ,�•--- _�._. 'p-ans va±nmwn� such =407 US rn�AOz 7301, in A2 AK a .... �_��_....- n Of a:.- 0 0 0-527 ski! ='t'- _ '(fir - EM21112S. Aloim. qul;mrn - ton Sant 00 n 1 �: SNA .: .., i_,:,._ 10 _)t a", i. l..i, -�.•;.1 ,.. W_ oil he ,iiiv.11-..___4 SMIranlas 02 "1 fn Rown m: Rom ma 100=1 X] 12 10man, Am mpsnVsAms and DO= sh; Alma! ..�._�_,�... , i -ice, _t.�Li'.... •.'�„ •� .^i, � Of r • tne azio'na—I S--in."la-as RISINIO ShA --ie, VV"1,1 --D Z� T,- -rm 3f -pecialr -rmU. 'A Sp- al Pc'n-j- (3) yms. The spoial nna-". la_ original specia. pc-----mnnof S-x,--a- ponih is made priar to So wpii- a-r - o,- w onym w any rmew& sooN measures goverMy the C-f in, S:ction ZO'n-,--ng h) Mer to on the facRy is in opus-,ion, Is mkam shy! subn±: 1,- tLr SPO TA, wi-Lhi--n 901 cays of' ib�� anc a-, g We We of issuance of the Swc, ponmi- a:-Id cun-en- pre Jt' an, -inGrnen,,Ls. StjCn , -;,,.S7,,,,-,�n e-, srinezy� stating `f^ h1-PF7R ac��uyaw and am I compliance o:- -,;vhv the mcasU.rzmenis &0 to compQ, 11 applicab--it FOGaiic-,,,_f] mMed in Snuion R, Fa e-f mcaara,m�-,nts shall' -�-)e both 12 apodnam ant III 3) A`�Ittr -w'ir--iess SeNce is 1-n opt---at-*-.,�--;-, Me zygRant OF subadi m A- SPCW MAN 9C days of Ac Asuaws of tQ anna� frein 12 dot of iss-uan;c� of tl--,c -SpG::,`a, �nd -Ima-summms vc' ;-lo'-st acm th: QrWe�s fac-i-iii-y. "S C]. m Dasurcineras shall be cm&& and signzd by m, en .,131 noise accrw Szauar-idard's su oil 0�5gdj& of As Bylaw The apyVain shall Irwarf m a saparale constihim. snort, SAI&O by 'the Tovai K abow mawhais V v, iiI applizan: 611) Th'� applican: and co-apphaanr o-,- in Owes: aaiLa?1 the� MrAss smim equ-,,pnn��.n- in Cc"-n, sha'.'-, rlo: be a--.- 6 1na,-L1 , c as. , Mor to the start of ConswuVon: al 7,he a :.'iap Jocaflons, fo-: tC-sIi-,-,I-- as raqw0d above, an r'L shot A pos%ica o' A one in m c no'a, -,.hat a -Enal, as-IDL�ih Jan shovig 12 1Ci of aE on,t bond is Sso in place io insuve Wa, ±2 is Se qqroved play This h,ok shah be in the rra.,,- he 416 aA ins -m-__, µ -.._ 0M C71 1111172 _. SM hit suhnn2z 0, 52 af _'F fAsm.-- a Dawilf - - _moi` . `�_.i.��._. moi. i�` rT _ _ 1 _. jAInOng 10 ml 31=0Z al As ,.:I_ 2.0 r2oawk by 0 1 li, n or 001 eq _ IT that VQ hernin AS be plawd ZVI the exmim of AS mumm Sum shy! Q Y"ASS02 to How! On ins voins. of AS COMHOW approM AS ap;Qan, in, 120m avion :V� a Toni Bond, Comnussion, x Dmvv.,��n-, the PA 01 WARn of to RAW as mosmed !o ry rovisions shall be '_I-it Town Mam- for L,7 !he WE= Mus! SWAt 7"Wsk pins to Ma Plashn; ON 11�This SpWa: bn aM jwo soL, Nom IhL AS pmnk gram, MeSS SUSSTMal US2 07 Qnsvukon has' mmisnand. SAME use x cunsnuchon K! S dnmnn±f 1 by a :0,06ty xv, of 1h, pl ,q Aon___. C ,rn s d s_-o-,.-i i a C',�v c; d'_2.i - C- i "Ohy "Agn"d bY ScCOM SUSAYS of be Zo1q; Sm"On PAY 1---a-s -1�_'S is a c-oAxOm on an WAng Y02Ar AWASL. Sics Us is a ca- o" an t-,"isivag WASS 510DAY wit no-, Acton 10_7� a: of a!-'. c k cc: gopmy aj-a Of J-,,�,a-.,tc S�C-Jon, sersim as nade joam.'ai an-Len-nas, OCODMIn-, cables, Cable-nins and SOMYq: Duch 14-01 _Ycjjo Smoe 2. co-1c,=Lion an, ,r_ v Sachon SM A VAQ VAhly of Ocahon Ong a _rn,j s`-cv 01her pra-mismi and agrovad vireltss WOM fachkes in Noth Akcver Non",-'. !"Win 0„2, 1-nilt of A b3nr,,da-_.-1, is no-L necessary fey Ss aDAMrin, sinc2 h has bmn ":, � as a rosvi cc It inmakkn. Arns al j 0 n S S i c,-n 1600 PEON _ Silos!10-Ow i aL p C��.. - on._. . _`s.,_o` AC 010 M..,-._ ROPOTI by 6;29L'cj InAelims. - s c yjav2n, PEI AnDsHuns Kni Gnal A Brown, Cod-- EnNuarlam UK MY 21 2009. a r -F comKne hAnh: llnuadon was iriiaccoxvin. 110140w by NOB Wed jut� 2S. 2097 RIAnY 6y judy Ty= daund NO,-, A Amended WHOO&n fOr OWN! Perak dand aw'eiallas to be centerline heigiA cf 131 On See - �O -i-, -r! f0j; ,, Ig 6to, - , t,,,: U.LE?: .:s 07 Wajitr of sj:2, jacozi,,, et &,gn Ling "quatmems daw-JI 10 cl: has and RF zovomp- cl:- I le AnQ gays coverag-,: slracluraj .11AVAS Repoyl to, Hudson T-Design BA by Dun& L. Hany na;M TWA Rallmn: of canincson-i --Lea i�-� L. Ha:'sPI-1-7) da-,cL Enter construction cost for fee cai- North Andover F@@ Calculatian Construction Cost $ 16,000.00 m $ - $ 192.00 Plumbing Fee $ 24.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 24.00 Total fees collected $ 340.00 5 Boston Hill Road 541-13 on 1/29/13 Metro PCS change of panels on cell tower 1 Massachusetts •Department of Public Safety Board of Building Regulations and Standards Construction Supenisor License: CS-103000 KYLE W PURINGTON }, 130 TIGERHILL ROAD OXFORD ME 04270 Jam, �f Expiration Comm:ssioner 09114/2014 i i The Commonwealth of Massachusetts Irtni Department of Industrial Accidents Office of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):Wirelss Construction,Inc. Address 40 Blake Road City/State/Zip:Standish, ME 04084 Phone#:(207)642-5751 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 45 4. ❑ I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. E]New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition workingfor me in an capacity. employees and have workers' Y F tY• 9. F1 Building addition [No workers'comp.insurance comp.insurance.* required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no Battery Upgrade employees. [No workers' 13.❑✓ Other ry P9 comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. +Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees;they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:MEMiC Policy#or Self-ins.Lic.#:510180021$ Expiration Date:09/19/2013 Job Site Address:5 Boston Hill Road City/State/Zip:N.Andover, MA 01845 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can Iead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cern under the airs and a ies o er"wy that the in ormahon provided above is true and correct Si Date ..1 Phone#: (207)347-0998 Official use only. Do not write in this area,to be completed by city or town ofjkiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: NEW ENGLAND WIRELESS SOLUTIONS, LLC January 8, 2013 Town of North Andover Attn: Gerald Brown, Inspector of Buildings 1600 Osgood Street North Andover, MA 01845 978-688-954 Re: Building Permit Application for MetroPCS to swap out 3 of its existing antennas with 3 similar type panel antennas as shown in the enclosed plans. Enclosed is a Building Permit Application and related documents for MetroPCS to swap out 3 of its existing antennas with 3 similar type panel antennas as shown in the enclosed plans for the following MetroPCS site..... • BOS0523A 5 Boston Hill Road(Map: 107C/Lot: 11). Please notify me with any questions or upon approval of such building permit at the following number, 207-329-1337 or email me at mboleskmaine.rr.com. Sincerely YatthewBoles New England Wireless Solutions, LLC Agent for MetroPCS 87 Snowberry Drive South Portland,ME 041o6 * (207)329-1337 mboles@maine.rr.com ALL-POINTS TECHNOLOGY CORPORATION, P.C. STRUCTURAL ANALYSIS REPORT 60' ROOFTOP SELF-SUPPORTING TOWER NORTH ANDOVER, MASSACHUSETTS Prepared for ProTerra Design Group, LLC MetroPCS Site #BOS0523A; Boston Hill December 4, 2012 'I"OF* O� ROBERT E �G ADAIR,JR. co STRUCTURAL N No.42964 ASD 9FOISTER��,�� CONAL APT Project #MA329230 ❑ 3 SADDLEBROOK DRIVE KILLINGWORTH,CT 06419•PHONE 860-663-1697•FAX 860-663-0935 O P.O.BOX 504• 116 GRANDVIEW ROAD•CONWAY,NH 03818•PHONE 603-496-5853 •FAX 603-447-2124 i I STRUCTURAL ANALYSIS REPORT 60' SELF-SUPPORTING TOWER NORTH ANDOVER, MASSACHUSETTS prepared for ProTerra Design Group EXECUTIVE SUMMARY: All-Points Technology Corporation, P.C. (APT) performed a structural analysis of this 60-foot self-supporting tower. The analysis was performed for MetroPCS's proposed replacement of their existing three leg-mounted panel antennas with three Kathrein 800-10764K panel antennas at 131' above ground level. The proposed antennas are to be fed by twelve 1-5/8" waveguide cables and one 3/8"remote electrical tilt line. Our analysis indicates the tower meets the requirements of the Massachusetts State Building Code and TIA-222 with the proposed equipment. INTRODUCTION: A structural analysis was performed on the above-mentioned communications tower by APT for ProTerra Design Group. The tower is located on Boston Hill in North Andover, p Massachusetts. APT previously visited the tower site on July 7, 2009. The tower was climbed in its entirety to compile data necessary to perform the structural analysis. This analysis also relied on photographs provided by ProTerra Design Group to confirm the current antenna inventory. The structure is a 60-foot galvanized steel self-supporting tower mounted on the roof of a concrete building at the site. The tower base is estimated to be approximately 84' above grade. The tower consists of three 20' sections employing pipe legs and pipe and angle steel bracing. Bracing is arranged in a K-Brace Down configuration. The analysis was performed in accordance with TIA-222 using the following antenna inventory (proposed equipment shown in bold text; elevations from base of tower): i f All-Points Technology Corporation P.O. Box 504 3 Saddlebrook Drive Conway, NH 03818 Killingworth, Cr 06419 (603) 496-5853 (860) 663-1697 ProTerra Design Group December 4, 2012 60'Self-Supporting Tower Page 2 MetroPCS Site #BOS0523A; Boston Hill APT Job #MA329230 Antenna Elev. Mount Coax. 8' x 2"horizontal yagi 64' 4' x 1-'/8"vertical pipe 1/4" 3' x 2"omnidirectional whip 62'-65' 10' x 1?/8"vertical pipe 3/8" (2)obstruction lights 62' 3/4"conduit on pipe stubs 3/4"conduit 8' x 1-'/z"omnidirectional whip 61'-69' 3' sidearm on WG ladder 7/8" 8' x 1-'/z"omnidirectional whip 60'-68' Top horizontal brace 3/8" 8' x 3"omnidirectional whip 60'-68' 8' x 2-%"vertical pipe 7/8" (2) 1.0' x 2"4-bay dipole 60'-70' (2)3' x 2-%"vertical pipes (2) 1-1/4" Vacant mount 56' 4' x 2-%"vertical pipe N.A. (2)Trango 12"x 10"x 2"panels 56' (2)4' x 2'/8"vertical pipes (2) 1/4" i (3) 800-10764K panel antennas 1 47' Legs (12) 1-5/8",3/8" 8' x 1-'/2"omnidirectional whip 34' 6' sidearm 7/8" 2' x 1' flat panel 32' 10' x 2-%"vertical pipe 1/4" Vacant mount 23'-33' 10' x 4-'/z"vertical pipe N.A. Vacant mount 20'-30' 1.0' x 4-'/2"vertical pipe N.A. GPS 16' 5' x 4-'/z"vertical pipe 1/2" 20' x 2"4-bay dipole 6'-26' (2)4"x 16" sidearms 1/2" ' Three 966DDH90T2E-M panels and nine waveguide cables currently installed. STRUCTURAL ANALYSIS: Methodology: The structural analysis was done in accordance with TIA-222, Revision G (TIA), Structural Standard for Antenna Supporting Structures and Antennas. The analysis was conducted using a 3-second gust wind speed of 100 miles per hour with no ice and 40-mph with 3/4" radial ice in accordance with the TIA-222-G standard for Essex County, Massachusetts. The following additional design criteria were used: Structure Class: II Topographic Category: 3 Exposure Category: C Crest Height: 225' All-Points Technology Corporation P.O. Box 504 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603) 496-5853 (860) 663-1697 ProTerra Design Group December 4, 2012 60'Self-Supporting Tower Page 3 MetroPCS Site #BOS0523A;Boston Hill APT Job #MA329230 Analysis Results: Analysis of the tower was conducted in accordance with the criteria outlined herein with equipment changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and bracing members: Leg Bracing Elevation Capacity Capacity 40'-60' 8% 19% 20'-40' 18% 32% 0'-20' 38% 51% Bracing, Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Factored base reactions imposed with the additional antennas were calculated as follows: Compression: 75.8 kips Uplift: 68.5 kips Shear: 13.0 kips Overturning Moment: 6698 ft-kips CONCLUSIONS AND RECOMMENDATIONS: Our structural analysis indicates that the 60-foot self-supporting tower located in North Andover, Massachusetts meets the requirements of the Massachusetts State Building Code and TIA-222 with MetroPCS's proposed equipment: LIMITATIONS: This report is based on the following: 1. Tower is properly installed and maintained. 2. All members are in an undeteriorated condition. 3. All required members are in place. 4. All bolts are in place and are properly tightened. 5. Tower is in plumb condition. All-Points Technology Corporation P.O. Box 504 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603) 496-5853 (860) 663-1697 ProTerra Design Group December 4, 2012 60'Self-Supporting Tower Page 4 MetroPCS Site #BOS0523A;Boston Hill APT Job #M4329230 6. All tower members were properly designed, detailed, fabricated, and installed and have been properly maintained since erection. All-Points Technology Corporation, P.C. (APT) is not responsible for modifications completed prior to or hereafter which APT is not or was not directly involved. Modifications include but are not limited to: 1. Replacing or strengthening bracing members. 2. Reinforcing vertical members in any manner. 3. Installing antenna mounting gates or side arms. APT hereby states that this document represents the entire report and that it assumes no liability for any factual changes that may occur after the date of this report. All representations, recommendations, and conclusions are based upon the information contained and set forth herein. If you are aware of any information which is contrary to that which is contained herein, or you are aware of any defects arising from the original design, material, fabrication and erection deficiencies, you should disregard this report and immediately contact APT. APT disclaims all liability for any representation, recommendation or conclusion not expressly stated herein. I All-Points Technology Corporation P.O. Box 504 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603) 496-5853 (860) 663-1697 Appendix A Tower Schematic I i i 144.0 ft 10 � I I � DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 8 Yagi 144 Trango panel 10"x 12" 140 4'x1 7/8"Pipe Mount 144 Trango panel 10"x 12" 140 Tx 2"omni whip 144 800-10764 131 10'x2 3/8"Pipe Mouart 144 600-10764 131 0 o Obstn)ction fight 144 800-10764 131 N Obsln)ction light 144 8'x 1.5"omrti whip 124-118 z z 8'x 1.5"omni whip 144 6'sidearm 118 O O T sidearm 144 10'x4 1/2"Pipe Mount 117-107 of 8'x 1.5"omni whip 144 10'x2 3/8"Pipe Mount 116 8'x 3"omrd whip 144 2'x t'panel 116 'i 10'4bay dipole 144 10'x41/2"Pipe Mount 114-104 f 10'4-bay dipole 144 20'4-Bay Dipole 110-90 3'x 2-318"pipe 144 1.5'x 4"standoff 110 3'x 2-3/8"pipe 144 GPS on 3'standoff 100 4'x2 7/8"Pipe Mourn 140 5'x4 1/2"Pipe Mount 100 4'x2 7I8"Pipe Mount 140 11.5'x 4"standoff 90 4'x2 7/8"Pipe Mount 1140 I 124.0 ft MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-50 50 ksi 65 ksi I I o: w o n o n n m v '^ X Z N N N N it I I 104.0 ft I I ALL REACTIONS ARE FACTORED MAX.CORNER REACTIONS AT BASE.- DOWN.- ASE:DOWN. 758271b I UPLIFT. -68457 lb SHEAR: 130431b U' U' AXIAL z z I �I 31926 lb 0 0 I SHEAR MOMENT I 562816 188299/b-ft TORQUE 26361b-ft 40 mph WIND-0.7500 in ICE AXIAL 9960 lb SHEAR MOMENT 84.0 ft 2414416 669799 lb-ft i m TORQUE 11407 Ib-ft I o o REACTIONS-100 mph WIND a N m s c L o g v m a ' W °a 0 N m N W i d m m o `o J J O F S C LL # > All Points Technology Corporation 'olo 60'Roofto Self-Supporting Tower P.O. Box 504 Project:MA329230 North Andover Conway, NH 03818 Client: ProTerra;MetroPCS Site#BOS0523 Drawn by:Rob Adai App-d: Phone:(603)496-5853 Code' TLA-222-13 Date:12/04/12 Scale: N FAX: 603 447-2124 Path:c- re vno un.rsucn wn�now m a eo..+aarzeno w m aao v.. D^9 No. I I Appendix B Calculations tnxTOWer Job 60' Rooftop Self-Supporting Tower Page1 of 6 Project Date All Points Technology Corporation MA329230 North Andover 22:02:09 12/04/12 P.O.Box 504 Conway,NH 03818 Client Designed by Phone:(603)496-5853 ProTerra; MetroPCS Site#BOS0523A Rob Adair FAX: (603)447-2124 Tower Input Data The main tower is a 3x free standing tower with an overall height of 144.00 ft above the ground line. The base of the tower is set at an elevation of 84.00 ft above the ground line. The face width of the tower is 8.54 ft at the top and 10.67 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Basic wind speed of 100 mph. Structure Class Ik. Exposure Category C. Topographic Category 3. Crest Height 225.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 40 mph is used in combination with ice. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections fi fi f TI 144.00-124.00 8.54 1 20.00 T2 124.00-104.00 8.54 1 20.00 T3 104.00-84.00 8.54 1 20.00 Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in T1 144.00-124.00 6.67 K Brace Down No Yes 0.0000 0.0000 T2 124.00-104.00 6.67 K Brace Down No Yes 0.0000 0.0000 T3 104.00-84.00 6.67 K Brace Down No Yes 0.0000 0.0000 Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft Tl 144.00-124.00 Pipe ROHN 3 STD A572-50 Pipe ROHN 2 STD A572-50 (50 ksi) (50 ksi) T2 124.00-104.00 Pipe ROHN 4 EH A572-50 Pipe ROHN 2 X-STR A572-50 (50 ksi) (50 ksi) T3 104.00-84.00 Pipe ROHN 5 STD A572-50 Pipe ROHN 2 STD A572-50 (50 ksi) (50 ksi) tnxTower Job 60Page ' Rooftop Self-Supporting Tower 2 of 6 All Points Technology Project Date Corporation MA329230 North Andover 22:02:09 12/04/12 P.O.Box 504 Conway,NH 03818 Client Designed by Phone:(603)496-5853 ProTerra; MetroPCS Site#BOS0523A Rob Adair FAX.- (603)447-2124 Tower Section Geometry (cont'd) Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade T}pe Size Grade ft T1 144.00-124.00 Pipe ROHN 1.5 STD A570-50 Solid Round A36 (50 ksi) (36 ksi) T2 124.00-104.00 Pipe ROHN 1.5 STD A570-50 Solid Round A36 (50 ksi) (36 ksi) T3 104.00-84.00 Pipe R014N 1.5 STD A570-50 Solid Round A36 (50 ksi) (36 ksi) Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid fi Girls T1 144.00-124.00 None Flat Bar A36 Pipe ROHN 1.5 STD A572-50 (36 ksi) (50 ksi) T2 124.00-104.00 None Flat Bar A36 Pipe ROHN 1.5 STD A572-50 (36 ksi) (50 ksi) T3 104.00-84.00 None Flat Bar A36 Pipe ROHN 1.5 STD A572-50 (36 ksi) (50 ksi) Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade I T1 144.00-124.00 Pipe A572-50 Equal Angle L2x2xl/8 A36 (50 ksi) (36 ksi) T2 124.00-104.00 Pipe A572-50 Equal Angle L2x2xl/8 A36 (50 ksi) (36 ksi) T3 104.00-84.00 Pipe A572-50 Equal Angle L2x2x1/8 A36 (50 ksi) (36 ksi) Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T1 Flange 0.8750 4 0.6250 3 0.6250 2 0.6250 0 0.6250 0 0.6250 2 0.6250 0 144.00-124.00 A325N A325N A325N A325N A325N A325N A325N T2 Flange 1.0000 4 0.6250 3 0.6250 2 0.6250 0 0.6250 0 0.6250 2 0.6250 0 124.00-104.00 A325N A325N A325N A325N A325N A325N A325N T3 Flange 1.0000 4 0.6250 3 0.6250 2 0.6250 0 0.6250 0 0.6250 2 0.6250 0 104.00-84.00 A325N A325N A325N A325N A325N A325N A325N Feed Line/Linear Appurtenances Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in plf 15/8 A No Ar(CaAa) 131.00-84.00 2.0000 0.4 12 12 0.5000 1.9800 1.04 Feedline A No Af(CaAa) 131.00-84.00 0.0000 0.4 1 1 3.0000 3.0000 8.40 Ladder(A0 3/8 A No Ar(CaAa) 144.00-84.00 0.0000 0.45 1 1 0.4400 0.4400 0.08 0.0000 7/8 B No Ar(CaAa) 118.00-84.00 0.0000 -0.5 1 1 0.0000 1.1100 0.54 7/8 B No Ar(CaAa) 144.00-84.00 0.0000 0 1 1 1.1100 1.1100 0.54 tnxTower Job 60Page ' Rooftop Self-Supporting Tower 3 of 6 All Points Technology Project Date Corporation MA329230 North Andover 22:02:09 12/04/12 P.O.Box 504 Conway,NH 03818 Client Designed by Phone:(603)496-5853 ProTerra; MetroPCS Site#BOS0523A FAX.- (603)447-2124 Rob Adair Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in plf Feedline B No Af(CaAa) 144.00-84.00 0.0000 0 1 1 3.0000 3.0000 8.40 Ladder(At) 1/4 C No Ar(CaAa) 144.00-84.00 -2.0000 -0.4 9 3 0.0000 0.2500 0.05 1 1/4 C No Ar(CaAa) 144.00-84.00 -1.0000 0.5 2 2 0.0000 1.5500 0.66 7/8 A No Ar(CaAa) 144.00-84.00 -30.0000 0.5 1 1 0.0000 1.1100 0.54 3/4"conduit A No Ar(CaAa) 144.00-84.00 -30.0000 0.5 1 1 0.0000 0.7500 0.40 1/2 A No Ar(CaAa) 144.00-84.00 -30.0000 0.5 1 1 0.0000 0.5800 0.25 Climbing A No Af(CaAa) 144.00-84.00 -30.0000 0.5 1 1 3.0000 3.0000 7.90 Ladder 3/8"safety A No Ar(CaAa) 144.00-84.00 -34.0000 0.5 1 1 0.3750 0.3750 0.22 cable I Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert fr ft fr fr' lb 8'Yagi A From Leg 0.00 0.0000 144.00 No Ice 2.80 0.09 60.00 0.00 1/2"Ice 3.45 0.13 82.30 4.00 1"Ice 4.10 0.18 111.40 4'x1 7/8"Pipe Mount A From Leg 0.00 0.0000 144.00 No Ice 0.75 0.75 11.00 0.00 1/2"Ice 1.00 1.00 17.01 2.00 1"Ice 1.25 1.25 25.81 3'x 2"omni whip C From Leg 0.00 0.0000 144.00 No Ice 0.52 0.52 15.00 3.00 1/2"Ice 0.71 0.71 19.81 3.50 1"Ice 0.90 0.90 26.81 10'x2 3/8"Pipe Mount C From Leg 0.00 0.0000 144.00 No Ice 2.38 2.38 36.50 3.00 1/2"Ice 3.40 3.40 54.35 0.00 1"Ice 4.45 4.45 78.71 Obstruction light A From Leg 0.00 0.0000 144.00 No Ice 0.18 0.18 8.00 0.00 1/2"Ice 0.25 0.25 10.47 2.00 1"Ice 0.33 0.33 13.91 Obstruction light B From Leg 0.00 0.0000 144.00 No Ice 0.18 0.18 8.00 0.00 1/2"Ice 0.25 0.25 10.47 2.00 1"Ice 0.33 0.33 13.91 8'x 1.5"omni whip A From Leg 3.00 0.0000 144.00 No Ice 1.20 1.20 25.00 3.00 1/2"Ice 2.02 2.02 34.93 5.00 1"Ice 2.86 2.86 50.06 3'sidearm A From Leg 0.00 0.0000 144.00 No Ice 1.43 0.72 30.00 3.00 1/2"Ice 2.18 1.09 65.00 1.00 1"Ice 2.93 1.47 105.00 8'x 1.5"omni whip A From Leg 0.00 0.0000 144.00 No Ice 1.20 1.20 25.00 5.00 1/2"Ice 2.02 2.02 34.93 4.00 1"Ice 2.86 2.86 50.06 8'x 3"omni whip B From Leg 0.00 0.0000 144.00 No Ice 2.40 2.40 50.00 3.00 1/2"Ice 3.19 3.19 67.51 4.00 1"Ice 3.67 3.67 90.37 10'4-bay dipole B From Leg 0.00 0.0000 144.00 No Ice 2.50 2.50 75.00 0.00 1/2"Ice 3.53 3.53 93.64 5.00 1"Ice 4.58 4.58 118.79 10'4-bay dipole B From Leg 0.00 0.0000 144.00 No Ice 2.50 2.50 75.00 0.00 1/2"Ice 3.53 3.53 93.64 5.00 1"Ice 4.58 4.58 118.79 3'x 2-3/8"pipe B From Leg 0.00 0.0000 144.00 No Ice 0.83 0.05 25.00 0.00 1/2"Ice 1.08 0.09 32.08 0.00 1"Ice 1.35 0.13 41.99 3'x 2-3/8"pipe C From Leg 0.00 0.0000 144.00 No Ice 0.83 0.05 25.00 tnxTower Job Page 60' Rooftop Self-Supporting Tower 4 of 6 All Points Technology Project Date Corporation MA329230 North Andover 22:02:09 12/04/12 P.O.Box 504 Conway,NH 03818 Client Designed by Phone:(603)496-5853 ProTerra; MetroPCS Site#BOS0523A Rob Adair FAX.- (603)447-2124 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft oft ft2 ft2 lb 0.00 1/2"Ice 1.08 0.09 32.08 0.00 1"Ice 1.35 0.13 41.99 4'x2 7/8"Pipe Mount A None 0.0000 140.00 No Ice 0.97 0.97 23.20 1/2"Ice 1.22 1.22 31.83 1"Ice 1.48 1.48 43.35 4'x2 7/8"Pipe Mount B None 0.0000 140.00 No Ice 0.97 0.97 23.20 1/2"Ice 1.22 1.22 31.83 1"Ice 1.48 1.48 43.35 4'x2 7/8"Pipe Mount C None 0.0000 140.00 No Ice 0.97 0.97 23.20 1/2"Ice 1.22 1.22 31.83 1"Ice 1.48 1.48 43.35 Trango panel 10"x 12" B None 0.0000 140.00 No Ice 1.17 0.35 15.00 1/2"Ice 1.31 0.45 21.87 1"Ice 1.47 0.56 30.56 Trango panel 10"x 12" C None 0.0000 140.00 No Ice 1.17 0.35 15.00 1/2"Ice 1.31 0.45 21.87 1"Ice 1.47 0.56 30.56 800-10764 A From Leg 0.50 0.0000 131.00 No Ice 6.33 3.39 45.00 0.00 1/2"Ice 6.77 3.74 81.53 0.00 1"Ice 7.22 4.10 123.00 800-10764 B From Leg 0.50 0.0000 131.00 No Ice 6.33 3.39 45.00 0.00 1/2"Ice 6.77 3.74 81.53 0.00 1"Ice 7.22 4.10 123.00 800-10764 C From Leg 0.50 0.0000 131.00 No Ice 6.33 3.39 45.00 0.00 1/2"Ice 6.77 3.74 81.53 0.00 1"Ice 7.22 4.10 123.00 8'x 1.5"omni whip A From Leg 6.00 0.0000 124.00-118.00 No Ice 1.20 1.20 25.00 0.00 1/2"Ice 2.02 2.02 34.93 0.00 1"Ice 2.86 2.86 50.06 6'sidearm A None 0.0000 118.00 No Ice 4.17 2.09 75.00 1/2"Ice 6.17 3.09 125.00 1"Ice 8.17 4.09 200.00 2'x I'panel B From Leg 0.00 0.0000 116.00 No Ice 2.33 0.72 20.00 3.00 1/2"Ice 2.56 0.88 32.31 0.00 1"Ice 2.79 1.07 47.22 10'x2 3/8"Pipe Mount B From Leg 0.00 0.0000 116.00 No Ice 2.38 2.38 36.50 3.00 1/2"Ice 3.40 3.40 54.35 0.00 1"Ice 4.45 4.45 78.71 10'x4 1/2"Pipe Mount C None 0.0000 117.00-107.00 No Ice 4.50 4.50 107.90 1/2"Ice 5.24 5.24 139.21 1"Ice 5.85 5.85 177.25 10'x4 1/2"Pipe Mount A None 0.0000 114.00-104.00 No Ice 4.50 4.50 107.90 1/2"Ice 5.24 5.24 139.21 1"Ice 5.85 5.85 177.25 GPS on 3'standoff A None 0.0000 100.00 No Ice 0.60 0.60 50.00 1/2"Ice 0.79 0.79 55.81 1"Ice 0.99 0.99 63.86 5'x4 1/2"Pipe Mount A None 0.0000 100.00 No Ice 1.76 1.76 53.90 1/2"Ice 2.08 2.08 69.94 1"Ice 2.40 2.40 89.65 20'4-Bay Dipole B From Leg 1.50 0.0000 110.00-90.00 No Ice 4.00 4.00 55.00 4.00 1/2"Ice 6.00 6.00 100.00 0.00 1"Ice 8.00 8.00 145.00 1.5'x 4"standoff B None 0.0000 90.00 No Ice 0.00 0.00 0.00 1/2"Ice 0.00 0.00 0.00 1"Ice 0.00 0.00 0.00 1.5'x 4"standoff B None 0.0000 110.00 No Ice 0.00 0.00 0.00 1/2"Ice 0.00 0.00 0.00 1"Ice 0.00 0.00 0.00 ' e WxTower Job Pa 60' Rooftop Self-Supporting Tower g 5 of 6 All-Points Technology Project Date Corporation MA329230 North Andover 22:02:09 12/04/12 P.O.Box 504 Conway,NH 03818 Client Designed by Phone:(603)496-5853 ProTerra; MetroPCS Site#BOS0523A Rob Adair FAX.- (603)447-2124 Solution Summary Maximum Tower Deflections - Service Wind Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° T1 144-124 0.300 12 0.0280 0.0130 T2 124-104 0.177 12 0.0258 0.0117 T3 104-84 0.065 12 0.0180 0.0075 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 144.00 8'Yagi 12 0.300 0.0280 0.0130 Inf 140.00 4'x2 7/8"Pipe Mount 12 0.275 0.0277 0.0128 Inf 131.00 800-10764 12 0.220 0.0269 0.0124 960487 124.00 8'x 1.5"omni whip 12 0.177 0.0258 0.0117 Inf 121.00 8'x 1.5"omni whip 12 0.159 0.0252 0.0113 582076 118.00 8'x 1.5"omni whip 12 0.140 0.0244 0.0108 246481 117.00 10'x4 1/2"Pipe Mount 12 0.134 0.0241 0.0106 206119 116.00 2'x 1'panel 12 0.128 0.0238 0.0105 177116 114.00 10'x4 1/2"Pipe Mount 12 0.117 0.0231 0.0101 138218 112.00 10'x4 1/2"Pipe Mount 12 0.105 0.0223 0.0096 113329 110.00 20'4-Bay Dipole 12 0.094 0.0214 0.0091 96036 109.00 10'x4 1/2"Pipe Mount 12 0.089 0.0209 0.0089 89228 107.00 10'x4 1/2"Pipe Mount 12 0.079 0.0199 0.0084 78658 105.00 20'4-Bay Dipole 12 0.069 0.0187 0.0078 72874 104.00 10'x4 1/2"Pipe Mount 12 0.065 0.0180 0.0075 72020 100.00 GPS on 3'standoff 12 0.048 0.0151 0.0062 82418 95.00 20'4-Bay Dipole 12 0.031 0.0108 0.0044 119779 90.00 20'4-Bay Dipole 14 0.016 0.0060 0.0024 219594 Bolt Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt lb Allowable lb T1 144 Leg A325N 0.8750 4 934.58 40589.10 0.023 1 Bolt Tension Diagonal A325N 0.6250 3 1110.59 12425.20 0.089 .Y 1 Bolt Shear y Horizontal A325N 0.6250 2 1011.47 12425.20 0.081 � 1 Bolt Shear Top Girt A325N 0.6250 2 278.28 12425.20 0.022 1 Bolt Shear T2 124 Leg A325N 1.0000 4 6019.82 53014.40 0.1144►/ 1 Bolt Tension Diagonal A325N 0.6250 3 2524.33 12425.20 0.203 -yj 1 Bolt Shear Horizontal A325N 0.6250 2 2182.07 12425.20 0.176 -j 1 Bolt Shear Top Girt A325N 0.6250 2 1247.43 12425.20 0.100 .l 1 Bolt Shear T3 104 Leg A325N 1.0000 4 14260.10 53014.40 0.269 y 1 Bolt Tension Page WxTower Job 60' Rooftop Self-Supporting Tower Pa g 6 of 6 All-Points Technology Project Date Corporation MA329230 North Andover 22:02:09 12/04/12 P.O.Box 504 Conway,NH 03818 Client Designed by Phone:(603)496-5853 ProTerra; MetroPCS Site#BOS0523A Rob Adair FAX: (603)447-2124 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt lb Allowable Ib Diagonal A325N 0.6250 3 2659.05 12425.20 0.214 -V 1 Bolt Shear Horizontal A325N 0.6250 2 2624.07 12425.20 0.211 1 Bolt Shear Top Girt A325N 0.6250 2 2254.34 12425.20 0 181 1 Bolt Shear I Section Capacity Table Section Elevation Component Size Critical P oPo110„, % Pass No. ft Type Element lb lb Capacity Fail Tl 144-124 Leg ROHN 3 STD 3 -5530.16 70976.60 7.8 Pass Diagonal ROHN 2 STD 12 -3331.76 17860.90 18.7 Pass Horizontal ROHN 1.5 STD 10 -2019.21 22661.30 8.9 Pass Top Girt ROHN 1.5 STD 5 -556.46 22661.30 2.5 Pass Inner Bracing L2x2xl/8 16 -1.24 6511.12 0.6 Pass T2 124-104 Leg ROHN 4 EH 42 -28534.80 160028.00 17.8 Pass Diagonal ROHN 2 X-STR 51 -7573.00 23762.60 31.9 Pass Horizontal ROHN 1.5 STD 49 -4364.14 22872.80 19.1 Pass Top Girt ROHN 1.5 STD 44 -2460.33 22661.30 10.9 Pass Inner Bracing L2x2xl/8 77 42.87 6511.12 0.7 Pass T3 104-84 Leg ROHN 5 STD 81 -63958.70 169362.00 37.8 Pass Diagonal ROHN 2 STD 89 -7977.16 15651.00 51.0 Pass Horizontal ROHN 1.5 STD 88 -5248.15 19505.00 26.9 Pass Top Girt ROHN 1.5 STD 83 4508.69 22872.80 19.7 Pass Inner Bracing L2x2x1/8 115 -78.56 6511.12 1.2 Pass Summary Leg(T3) 37.8 Pass Diagonal 51.0 Pass (T3) Horizontal 26.9 Pass (T3) Top Girt 19.7 Pass (T3) Inner 1.2 Pass Bracing(T3) Bolt Checks 26.9 Pass RATING= 51.0 Pass r Q mettoPcs. Communications,Inc. October 25,2012 Via Certified Mail -Return Receipt Requested Ben Farnum 1370 Turnpike Street North Andover, MA 01845 (978) 681-8556(Home) (978)397-2032 (Cell) BHFarm@ comcast.net Re: Acknowledgement and Consent Letter for 700Mhz antenna swap to Wireless Facilities Lease/License Date: October 7,2009 Lessor/Licensor: B. Farnum, LLC MetroPCS Site No: BOS0523A_ Site Address: 5 Boston Hill Road, North Andover, MA 01845 Landlord Site ID: N/A Dear Ben: MetroPCS Massachusetts, LLC, a Delaware limited liability company ("MetroPCS") plans to upgrade its wireless communications facilities at the above-referenced property in accordance with the above-referenced agreement. Landlord consent is required prior to the modification of the wireless facilities. This letter is to notify you that MetroPCS will be performing modifications to the wireless facility by swapping out its existing antennas located on the premises, as depicted in the attached site plan. These modifications will not affect any utilities at the Property, other than those servicing MetroPCS' equipment. Our Site Development Department will contact you or your representative prior to installation to schedule access. In accordance with the Lease/License Agreement, please signify your consent to the modifications by signing, dating, and returning one (1) original copy to Matthew Boles, Property Specialist, 87 Snowberry Drive, South Portland ME 04106. Should you have any questions, please contact Matthew Boles at 207-329-1337 or mboles@maine.rr.com Thank you for your cooperation in this matter. Sincerely, Acknowledged,Accepted and Agreed: andl rd: L o � Samuel Simons Director- Site Development By: metroPCS -New England Date: r 71 REPLACE (E) PANEL ANTENNAS WAP) METROPCS 700 MHz PANEL ANTENNA, TYP. OF 1 PER SECTOR (3 TOTAL) Q Z Z (E) SAFETY RAILS Q ON THE ROOF, TYP. w 0 (E) ANTENNA, TYP. Q w (8Y OTHERS) o 0- U Q � J 0 w W (E) DISH ANTENNA, TYP. w .� ® o 0 o ^ O (P) (3) METROPCS 1j" COAX z (12 TOTAL) & (1) RET CABLE ACROSS (E) CABLE LADDER -' v AND UP TOWER ® m GOt LU -i El (E) WINDOW, TYP. ® t o M 0 (E) COAXIAL PORT +I W/(9) 1-5„ COAX -------" (OUTDOORS) 00 (E) 12.5'x13.8' (INTERIOR) a METROPCS ROOM EAST E LEVATI O N SCALE: 1"=20' 20 10 0 20 LEASE EXHIBIT DATE: 1O/24/12 Pr(;)Terra unqpcsITE #: B4S0523A REVISION: 0 S DESIGN GROUP, LLC 285 81lLE ROAD JOB N0.:12-024, THIRDTHIRDFLOD FLOOR 1 Short Street,Suite 3 Ph:(413)320-4918 CHELMSFORD, MA 5 BOSTON HILL ROAD Northampton, MA 01060 Fo.(413)320-4917 TEL: (978)244-7200 FAX: (978)244-7240 NORTH ANDOVER, MA 01845 SHEET: LE-2 J /-(.E) 12.5'x13.8' (INTERIOR) TELCO CABINET METROPCS ROOM REPLACE (E) PANEL ANTENNAS (E) CEILING CABLE W/(P) METROPCS 700 MHz PANEL LADDER, TYP. ANTENNA, TYP. OF 1 PER SECTOR (3 TOTAL) (E) METROPCS 6201 CABINET (E) METROPCS _ MODCELL CABINET 1 (E) METROPCS BATTERY 0 (E) COAXIAL PORT W/(9) 1 J" COAX (E) LATTICE _ "- 1 \-, (INDOORS) TOWER - - 1 ,� (E) COAXIAL PORT I W/(9) 1j" COAX (OUTDOORS) (E) ANTENNA, TYP. EXISTING\ (BY OTHERS) ROOF (E) SAFETY RAILS j ON THE ROOF, TYP. I (E) ROOF ACCESS HATCH COAX ( 2 METROPCS TOTATOTAL) & O RET CABLE (E) CONC. BUILDING ANDOSS UP TOWER(E) CABLE LADDER ROOF/FLOOR PLAN SCALE: 1"=8' SITE OWNER CONSTRUCTION MANAGER 16 8 0 16 RF ENGINEER ZONING NOTES: 1. ALL EQUIPMENT LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO APPROVAL BY SITE ACQUISITION ERICSSON METROPCS STRUCTURAL & RF ENGINEERS. LEASE EXHIBIT DATE: 10/24/12 PmoTe r ra 0 PCs ' SITE #: BOS0523A REVISION: 0 DESIGN GROUP, LLC 285 BILLERICA ROAD JOB NO.:12-024 THiRO FLOOR 1 Short Street, Suite 3 Ph:(413)320-4918 CHELMSFORD.MA 5 BOSTON HILL ROAD Northampton, MA 01060 Fax:(413)320-4917 TEL. (978)244-7200 FAX: (978) 244-7240 NORTH ANDOVER, MA 01845 SHEET: LE-1 t R MetroPCS. Communications, Inc. 385 Billerica Road 3`d Floor Chelmsford,MA 01824 Certified Mail: 7010-0290-0001-5303-0647 October 31, 2013 Town of North Andover Building Department 120 North Main St N. Andover, MA 01845 RE: 5 Boston Hill Road--Metro's Site ID—BOS0523A Landlord-B. F'arnum LLC i To Whom It May Concern: Please be advised that this letter shall serve as notice that MetroPCS is withdrawing the attached building permit#541-13 dated 1/29/2013. If you have any questions or concerns, please feel free to contact Denise Valente at 978-244- 7303 or dvalente(a�metropcs.com. Thank you. Cl ShayanaB. Rodriguez � T-Mobile Partner Delivery Manager anal tAaRT� - j5"� za> Town of S1, 0 0 No. ,, - ro h ver, Mass, r7 e BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ......,���. ./-. �.Y.... ....Civ;^!. .s "1....................... BUILDING INSPECTOR `f Foundation has permission to erect .......................... buildings on �9....��!./ �� .... ..... .. ..... ........ ................ Rough to be occupied as .... 1 . ' ?.. .......... .....G�i.1lfl..!��fi/..7..�'•w;!�cs Chimney provided that the person accepting this permit shall in every respect conform to Zerms of the application Final on file in 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 CONSTRUCTION STn4/�, TS Rough '.,,•........ Service .......................... . .. -r.�.L... Final ILDING INSPECTOR GAS INSPECTOR Occupancy Permit.Required to ®ccugy 13uileih Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner } r Street No. Smoke Det. SEE REVERSE SIDE Date.�.. ............. ..... NORTH °f�"`° '•,"° TOWN OF NORTH ANDOVER p PERMIT FOR WIRING SSACMU`+� This certifies that ................................-�........ �-fi t- ' _•..................... has permission to perform .........-: ..-� �-J <— �.....-� -i .................:............. ....................... wiring in the building of.....T .......... ,North Andover,Mass. ..... Lic.No I �, S:�%r............. .�. �. . .. (A. ELEmicAL INSPECTOR Check # 9GL+' / 2012 Massachusetts Electrical Code Amendments 527 CMR 12.00§Rule 8: In accordance-with the provisions of M.G.L.c.143,§3L,the l Permit application form to provide notice of installation of wiring shall be uniform throughout the Commonwealth,and applications shall be filed "I on the prescribed form.After a permit application has been accepted by an Inspector of Wires appointed pursuant to M.G.L c.166,§32,an electrical permit shall be issued to the person,firm or corporation stated on the permit application. Such entity shall be responsible for the notification of completion of the work as required in M.G.L.c.143,§3L. Permits shall-be limited as to the time of-ongoing construction activity,and may be_deemed-by the-Inspector_of-Wires abandoned_and-invalid,if-he—. ._ or she has determined that the authorized work has not commenced or has not progressed during the preceding 12-month period.Upon written application,an extension of time for completion of work shall be permitted for reasonable cause.A permit shall be terminated upon the written request of either the owner or-the installing entity stated on the permit application. El The Permit Extension Act was created by Section 173 of Cliapter 240 of the Acts of 2010 and extended by Sections.74 and 75 of Chapter 238 of the Acts of 2012.The purpose of this act is to promote job growth and long-term economic recovery and the Permit Extension Act furthers this purpose by establishing an automatic four-year extension to certain permits and licenses concerning the use or development of real property.With limited exceptions,the Act automatically extends,for four years beyond its otherwise applicable expiration date,any pee or approval that was "in effect or existence"during the qualifying period beginning on August 15,2008 and extending"through August 15,2012. ule —Permit/Date Closed: ---1 **Note:Reapply for new perm' 0 Permit Extension Act—Permit/Date Closed: a{ficiai Use / f tt� perrNt N°' Fee Checked � oeuns� Occup veblank � p��e��®y �StONs ev.tfOZ) pea ��AL�pRK _ �6 01. TION OWS ELVG�� 12.00 1 of FIRE PRS JF p PEI f . .1 C,,52 cal Code(Nt J so AR° ERNIIS T Q Massachusetts y ca �pR p Datthe I�sPector of W aescTibedbelow. O ed in accord ►�gWTION) T the electncat wank AT 1� PtD>�t�>nwo�O be petfortn L INFO rform I•y AL d -3 t o QD RIS IN INK OR Po e of s or her intention to pe Telephone (P J5 city of To tDde Sued gives notic � N ill R A- rials Bog) � By�s application the (Check ApprOp t umber) ct�• Street& ID No Q No. Locatton( t I o Yes Authorization o.Of-Ngeters —� jenan i emit. Utility N p�vner or unc0 with a budding p l ludgrd .1 T eters S Address d Owner verhea it in co } Volts C n 10 rd this perm Overhead V i of Building /p (41 C purpose Amps V olts C }}�ires- ce _� ' ctor o Existing gervi Amps ;b F the i t o New Service n A1upacitycalwork� r win table m be waived b Number of 1 nature o{proposed E1ec Com ietion Fabs olio " Transfor Srs 'A Location a (paddle) Genera rung o{Cesusp.(p ° o n►ergencY t No Q Batter No.of 7,oues Luminaires Tubs n- No,o{R°t A Ove � rnd• FIRE ALARlVIs d r;o.of Recessed P°of rnd• Outlets etecttoDn Vices ..airs Swio,o tia. No,of Lune of Oil Burners Ini Duces Lu Burners No. No.of Alerting I N°•of L tlets of Gas Burners otal el ontax De vices o{Receptacle Ou So. Tons - ° 'oniAlerda Other o C 1ViOutc p� d N , ood. �-..... Detect► No.o{Air ons_ lQ CouneCttan No.of Switches Nub...er.- .-...__- Hca t mp -�- - Ste ms:�' E uivatent es Totals: , ecUr►ofevtces or ;�Io.of Rang Beating N°• uivatent waste D. oSers Space Area Data Wiring'vtCes or E , No,of ers Beating APptianC� o.° N°' tnualcC or uiv ent r,o.of D,.hwash Ballasts e►co.ofDevtces 1 - 0.0o wires. o{Dgers �V Si ns Totals by the Inspector f W. otors as req No.o.° Heaters er N°'Of M it if desired,o. uir letion• ti e Bathtubs acfclitionat detamu cipaI policy) and upon comp issue unless N0.BYdromassag Attach ed by ule 10, ork map e when r ice withCance°{elec��ln ial e4u►valent OTR• ac rform its subs office. W oTk requested rmit for the pe,coverage°r in lectrical lnspeCtions to the owner,no Pe ted o ev of same t°the permit issu g Value of$ vedbY comp het Estimated unless urance including ey�bited pr is Nue and CO'n0: r a 6 6� . to Start' RAGE' and h R Q �Specif y) thu apps LIC•N W ork CE COQ f o{liability - force, on on R 3 roo co a is C.NO• -6 y�Q l� the licL ee Iro`i'des fat such v rag OT he informal ceStrfies � BOA ��,,that Bus,Tei. J A undersIP '. ult?,S and pena�i¢s�Per�se f ;43�A Tet.l�to•: a CHECK 0 d r the pain a Signature /v1 - e Alt.Lic.N°'verage normally I cerrifY� t1nfst We u� .�S„Licenssurance co er's a ent FIR NAME nber iine.) ent of Yu lic Safety a liability 0 owner 0 M la�.o license fid ent aO dle check one see: empt"in the x uiresDep > I1 FEE' Liceu enter exern wotk a Licensee dQ� pE (ifappiicabiea c% sec R: l am aware that t prem Address• c 141,s-51-61, s req waive *per h'i R S Il`ISL C atAure belo`i,l hereby Tetepbone NO. ONNN' s By mY req ed by taw -- nit —� Ownerl ceent Signatu --------------- ---- - The Commonwealth of Massachusetts f t Deparment oIndustrial Accidents p / , Office of Investigations Uf 600 Washington Street Boston, MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): p /PrT�J�°q/ J e� ►ZPS Address: a8'0 Gj*Z�ey .L„e/4f 5 i►d or�Cwa v City/State/Zip: W 1'v`►'I Uln Phone#: A7, 1 an employer?Check the appropriate box: Type of project(required): 1. m a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers'comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] 13.0Other *."any applicant that checkz boy.#1 must also fill out the section below showinng their_W0-.V=!compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that isproviding workers'compensation insurance for my employees Below is thepolicy and job site information. /� / f Insurance Company Name: / le4A e t lot 45 _-'15h5(n ict nce Co Policy#or Self-ins.Lic.#:_ $t/3- 6 d 7 Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a 'fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby ce under the pains and penalties of perjury that the information provided above is true and correct Si ature: DateL Phone#: 73,1-337-6y6,� Official use only. Do not write in this area, to be completed by city or town official City or Town: PermitJLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions , Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. y! Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any =�applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial ' Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the cis or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current , policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-72.7-7749 Revised 5-26-05 www.mass.gov/dia annese • electrical services, in . June 21, 2010 Town of North Andover Building Department 120 Main Street North Andover, MA 01845 To Whom It May Concern: Annese Electrical Services, Inc. hereby notifies you of the cancellation of the following Electrical Permits: LOCATION AMOUNT Boston Hill Road Lot 11 $ 125.00 586 Mass Ave $ 125.00 691 Johnson Street $ 125.00 723 Osgood Street $ 125.00 203 Turnpike Street 125.00 TOTAL $ 625.00 Our customer has cancelled their project with Annese Electrical; therefore we request reimbursement for the permit fees in the amount of$625.00 for above permit numbers and locations. Thank you for your prompt attention to this request. If you should have any questions do not hesitate to call. Sincerely, Mar'Jori' Kourafas Annese Electrical Services, Inc. 280 Libbey Industrial Parkway,Weymouth,MA 02189 p: (781) 337-6462 f: (781) 337-6559 i metroPCS Unlimit Yourself. metroP�'.JS 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 Unlimit Yourself. FAX (978) 244-7240 ProTerra BOS0523A DESIGN GROUP, LLC BOSTON HILL 1 Short Street Suite 3 Northampton, MA 01060 Ph:(413)320-4918 5 BOSTON HILL ROAD F—(413)320-4917 NORTH ANDOVER, MA 01845 ESSEX COUNTY 1 F M. 6 SITE TYPE: LATTICE TOWER (700 MHZ UPGRADS,°" EE ENGINEER/LAND SURVEYOR IT IS A MOLA110N OF LAW FOR ANY PERSON, SITE INFORMATION VICINITY MAP APPROVALS UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROPERTY OWNER: BEN&JOHN FARNUM SCALE:1"=1000' LANDLORD: 426 FARNUM ST REVISIONS NORTH ANDOVER,MA 01845 r4 sl 54 APPLICANT: METROPCS MASSACHUSETTS LLC Y 3' Q `'¢ ` FIELD CONST.MGR: 285 BILLERICA ROAD c' `"� "�„ w^"'� � RF ENGINEER: CHELMSFORD,MA 01824 CenldofAmnx '"�y '4 (978)244-7000 , w SITE ACQUISITION AGENT: 3 SITE ADDRESS: 5 BOSTON HILL ROAD P`�fl'"e a q `` ARCHITECT/ENGINEER: NORTH ANDOVER,MA 01845 �* COUNTY: ESSEXk� / "�` �� SHEET INDEX 1 )11/13/121 ISSUED FOR CONSTRUCTION LATITUDE: N 42.6461° ~ � DWG. DESCRIPTION REy, 0 10/24/1 ISSUED FOR REVIEW LONGITUDE: W-71.0939° pj R"'�' REV. // DATE DESCRIPTION re ,� T-1 TITLE SHEET 1 ZONING CLASSIFICATION: VILLAGE RESIDENTIAL f , GN-1 GENERAL NOTES - 1 1110111T 10. DRAWN BY: TBD SCALE: ZONING JURISDICTION: TOWN OF NORTH ANDOVER ` PP-1 PLOT PLAN 1 12-024 CHECK'D BY:TEJ/JMM AS SHOWN TAX ID PARCEL NUMBER: MAP 107.10 BLOCK 0011 /'` i / cv.) /eA-1 FLOOR(ROOF PLAN&ELEVATION 1 ARCHITECT/ENGINEER: PROTERRA DESIGN GROUP,LLC IN v"�� SITE ✓ x S-1 STRUCTURAL DETAILS 1 SITE NAME 1 SHORT STREET;SUITE 3 NORTHAMPTON,MA 01060 POWER COMPANY: NATIONAL GRID 4 BOS0523A 2H DRIVE WESTBOROCUGH,MA 01582 05 (soe)389-20MIr VERBOSTON HILL TELEPHONE COMPANY: 185IZON FRANKLINSTREET PSo— .. M. DO NOT SCALE DRAWINGS BOSTON,MA 02107 iP SITE ADORE55: (800)941-9900 V. yw •• CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE 5 BOSTON HILL ROAD SITE ACQUISITION MANAGER: SEAN CONWAY � ` AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNERS REPRESENTATIVE IN WRITING OF DISCREPANCIES NORTH ANDOVER MA 01845 (978)2447333 v* _ BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. CONSTRUCTION MANAGER: JOHN RODGERS DRAWING TITLE: (617)839-5143 OPS CONTACT: MIKE WILBANKS PROJECT DESCRIPTION (976)2447260 TITLE SHEET DRIVING DIRECTIONS 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. n THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. START OUT GOING SOUTHEAST ON BILLERICA RD TOWARD ELLIOTT ST.0.6 MI MERGE ONTO US4 N VIA THE RAMP ON THE LEFT TOWARD 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. DRAWING No: LOWELUN CHELMSFORD.0.7 MI KEEP RIGHT TO TAKE LOWELL CONN N VIA IXIT 30 A-B TOWARD 1-495 NMWRENCE.0.6 MI MERGE ONTO 1495N 3. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. VIA EXIT 3DA-B TOWARD LAWRENCE.10.6 MI TAKE THE RT-114 E EXIT,EXIT 42A.TOWARD MIDDLETON.0.3 MI MERGE ONTO MA-114/SALEM 4. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. TURNPIKE.3.6 MI END AT 1370 TURNPIKE ST NORTH ANDOVER,MA 01845. 5. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE TRIP PER �_ 6. MONTH AT ONE HOUR PER VISIT. GENERAL NOTES: i. FIELD SURVEY OATS: CONFIRMATORY SITE VISIT BY PA metroPCS DESIGN CROUP, LLC ON 10/17/2012./2012. ' C 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 r wx (NAVD88) Unlimit Yourself. 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983(NAD83) '' " •"7 4. SITE CONTROL POINT: CENTER OF EXISTING TOWER 285 BILLERICA ROAD LATITUDE:N -71.1' THIRD FLOOR LONGITUDE:W-71.0939' CHELMSFORD, MA 01824 • ,r �" f 5. PROPERTY OWNER: JOHN C.FARNUM TEL (978) 244-7200 426 FARNUM ST FAX (978) 244-7240 NORTH ANDOVER,MA 01845 I 6. SITE NUMBER: BOS0523A i 7 SITE ADDRESS: 5 BOSTON HILL ROAD ' NORTH ANDOVER MA 01845 � ProTerra 8. APPLICANT: METROPCS MASSACHUSETTS,LLC 285 BILLERICA ROAD,THIRD FLOOR I CHELMSFORD,MA 01824 9. JURISDICTION: TOWN OF NORTH ANDOVER DESIGN GROUP, LLC � 10. TAX ID: MAP: 107.0 BLOCK:0011 11. PVA REFERENCES: TOWN OF NORTH ANDOVER ONLINE ASSESSORS 1 Short Street AS INDICATED BELOW Suite 3 ton, MA 01060 - 12. ZONING JURISDICTION: VILLAGE RESIDENTIAL Northam P ` Ph: 413 320-4918 13. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE ( ) INVESTIGATIONS AND EXISTING PIANS OF RECORD.THE CONTRACTOR SHALL Fax:(413)320-4917 ` LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TO ANY EXCAVATION ACTIVITY: DIG SAFE SYSTEM(MA,ME,NH,RI,VT): 1-888-344-7233 CALL BEFORE YOU DIG(CT): 1-800-922-4455 14. PROPERTY UNE INFORMATION IS COMPILED FROM ASSESSORS PIAN AND RECORD a 7 3 DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE T RESULT OF A FIELD BOUNDARY SURVEY,AND IS SUBJECT TO CHANGE AS AN „r ACCURATE FIELD SURVEY MAY DISCLOSE.A FULL BOUNDARY SURVEY WAS NOT PERFORMED. M. 15. BEARING SYSTEM OF THIS PIAN IS BASED ON TRUE NORTH.TRUE NORTH WAS ESTABLISHED FROM EXISTING PUN REFERENCE.IT IS NOT INTENDED TO BE AN e S= EXACT REPRESENTATION OF TRUE NORTH. p� IST I �S/ON E (v ZONING SUMMARY TABLE ENGINEER/LAND SURVEYOR ZONING DISTRICT: VILLAGE RESIDENTIAL ASSESSORS MAP: MAP:107C LOT. 11 - S ' ,. PROPOSED USE: WIRELESS COMMUNICATION FACIUtt IT IA VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTINO UNDER THE DIRECTION DIMENSION: REQUIRED PROVIDED OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. MINIMUM n � LOT FRONTAGE 85 FT 590'3 FRONT YARD SETBACK- 25 FT 1125'3 REVISIONS @� - SIDE YARD SETBACK' 15 FT 52'3 REAR YARD SETBACK' 30 FT 327'3 DIMENSIONS MEASURED FROM THE CLOSEST POINT OF _ ,_ �" � '• 'T (P)ANTENNA TOO NEANEAREST LOT UNE. I 3r7 r " NOTES 1 111/13/121 ISSUED FOR CONSTRUCTION ...r = 1.PLOT PUN BASED ON ONLINE PUBLIC ACCESS TO REAL PROPERTY PARCEL AND 0 10/24/12 ISSUED FOR REVIEW I TOWN OF NORTH ANDOVER BOARD OF ASSESSORS PROPERTY MAP FISCAL YEAR 2008 i <, BY MERRIMACKVALLEY PLANNING COMMISSION.ALSO,RECORD PLANS BY HUDSON REV. // DATE DESCRIPTION DESIGN GROUP,LLC. 2.ZONING DISTRICT BOUNDARIES"NORTH ANDOVER ZONINIG MAP"BY MERRIMACK VALLEY PROJECT N0. DRAWN BY: TBD SCALE: PUNNING COMMISION DATED SEPTEMBER 8,2011. 12-024 cHECK'D BY:TEJ/JMM AS SHOWN a • �, - "' 2.SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF PROPOSED ANTENNA TO ,t k PROPERTY LINES. 3 SITE SURVEY WAS NOT PERFORMED BY PROTERRA DESIGN GROUP SEE ABOVE SITE NAME: s s BOS0523A BOSTON HILL r � 4 e € - SITE ADDRESS: 5 BOSTON HILL ROAD NORTH ANDOVER,MA 01845 DRAWING TITLE: PLOT PLAN ©N PLOT PLAN SCALE: 1'=150' PP-1 DRAWING N0: 150 75 0 150 300 PP-1 meltroPGS Unlimit Yourself. metro , uc:) 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 TEL(978) 244-7200 Unlimit YFAX (978) 244-7240 PraTerra BOS0523A DESIGN GROUP, LLC BOSTON HILL Short Street Suite 3 Northampton, MA 01060 Ph:(413)320-4918 5 BOSTON HILL ROAD Fax:(413)320-4917 NORTH ANDOVER, MA 01845 ESSEX COUNTY SITE TYPE: LATTICE TOWER (700 MHZ UPGRADE) ID'o .� ENGINEER/LAND SURVEYOR IT IS A'VIOLATION OF LAW FOR ANY PERSON, SITE INFORMATION VICINITY MAP APPROVALS UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PROPERTY OWNER: BEN&JOHN FARNUM SCALE:1°=1000' LANDLORD: 426 FARNUM ST REVISIONS NORTH ANDOVER,MA 01845 APPLICANT: METROPCS MASSACHUSETTS LLC FIELD CONST.MGR: 285 BILLERICA ROAD C� f Y "� 'M-F ' ; sA^"'� RF ENGINEER: CHELMSFORD,MA 01824 (978)244-7000 y ' SITE ACQUISITION AGENT: 3 SITE ADDRESS: 5 BOSTON HILL ROAD {t"wIlk a n ARCHITECT/ENGINEER: COUNTY: ESSIXANDOVER,Ma0164s '""° a �y �$ � ; SHEET INDEX COUNTY: N42.6461° 1 11/13/12 ISSUED FOR CONSTRUCTION LATrrLONGITUDE: W-2.64619° DWG. DESCRIPTION REV O 10/24/12 ISSUED FOR REVIEW Ralwdr*`°'�° REV. N DATE I DESCRIPTION T-1 TITLE SHEET 1 ZONING CLASSIFICATION: VILLAGE RESIDENTIAL GN-1 GENERAL NOTES 1 PROJECT N0. 1DRAWN BY: TBD SCALE: ZONING JURISDICTION: TOWN OF NORTH ANDOVER _ � PP-1 PLOT PLAN 1 /2-024 CHECK'0 BY:TEJ/JMM q5 SHOWN TAX ID PARCEL NUMBER: MAP 107.0 BLOCK 0011 A-1 FLOORIROOF PLAN&ELEVATION 1 ARCHITECT/ENGINEER: PROTERRA DESIGN GROUP,LLC N �� SITE • 4 S-1 STRUCTURAL DETAILS 1 SITE NAME: 1 SHORT STREET;SUITE 3 i NORTHAMPTON,MA 01060 POWER COMPANY: NATIONAL GRID 2 $ BOS0523A 25 RESEARCH DRIVE BOSTON HILL WESTBOROUGH,MA 01582 Q (508)389.2000 TELEPHONE COMPANY: VERIZON �P wr 4 165 FRANKUN STREET DO NOT SCALE DRAWINGS BOSTON,MA 02107 Y SITE ADDRESS: (800)941-9900 �µ4w� •, CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE 5 BOSTON HILL ROAD SITE ACQUISITION MANAGER: SEAN CONWAY n �;.,�� AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES NORTH ANDOVER MA 01845 (978)2447333 s��" \ BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. , CONSTRUCTION MANAGER: JOHN RODGERS DRAWING TITLE: (617)8395143 a OPS CONTACT: MIKEWILBANKS PROJECT DESCRIPTION (976)2447280 TITLE SHEET . THIS IS D FOR THE DRIVING DIRECTIONS 1 TRANSMISSION OFNRAD O SIGED ANDENAL STRICTED FOR THE PURPOSE OF PROVIDIN PACCESS EQUIPMENT ANDI PUBLIC CBE ELLULAR SERVICE. A THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. START OUT GOING SOUTHEAST ON BILLERICA RD TOWARD ELLIOTT ST.0.6 MI MERGE ONTO USS N VIA THE RAMP ON THE LEFT TOWARD 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. DRAWING No: LOWELL/N CHELMSFORD.0.7 MI KEEP RIGHT TO TAKE LOWELL CONN N VIA EXIT 30 A-B TOWARD 1-495 N/LAWRENCE.0.6 MI MERGE ONTO 1.495 N 3. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. • VIA EXIT 30A-B TOWARD LAWRENCE.10.6 MI TAKE THE RT-114 E EXIT,EXIT 42A,TOWARD MIDDLETON.0.3 MI MERGE ONTO MA-114/SALEM 4. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. TURNPIKE.3.8 MI END AT 1370 TURNPIKE ST NORTH ANDOVER,MA 01845. S. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE TRIP PER �- 6. MONTH AT ONE HOUR PER VISIT. GENERAL NOTES: 1- OEIO SURY'Y OATS OONFIRNAFOR�SITE Y.[IT 6v PROTFRRA ave 7/2012 ' ^�... 3 V Rt Af„DA%V: NORIO NORA4A Ras4-'.Vf41 4,GAAJM.3 ,q8„ Untimit Yourself.F H)Rt N4s,.WUM. N.IUTH A#AR.AN CA7kM OF 1983 tEAMOf 1 � 4.. SITE,.rf.,RW_ i}#h5:. CENT0.4 CrEXISTING TOWER P� ONCJc R s~ 285 �If F_OCR� Aa 5 PRO'£4TY OWNER' n N a A.r`k V..0 �hr Rf 426;fix'NUMI , 0 AX(97,-' 7240 NORD,4,14DOVER,ME M845 ;. 1`�„/I ., ?' 'Y`� ��4 •1 SME hubsKFz 3050523A V NORTH.44DOV"R MA 0000,5 u_Aide R MA 0182e [P raTe r r a .. 5 3 "Diclu NCR1R ANDOVER DESIGN GROUP, LLC `C Ax IN MAP 1070,SOCK 011 ' IV •I PLAN REFMENC;s; TOWN OF NORTO ATSYOMES ONUNF,ASSCSSDRS f ,ar, street u AS 3a€k?`AT 0x3,'G#t 6 tE § 70MNC TJMSGUCTfOk Northarfme�,MA 01060 !& AL, J#H;40F,U`UND UP&MY.,N"ORM00k WAS f1_ERMIN`ED eROM SDRFAQ- �r aA'FS9:#?3J h#FF$ NY.„ST, RG 3 Q E#3 MA RitsNS OF T=_VMI THE Y.,h.WrTOR SHALL tftx:,'4"3)320_4911 LOCAN2"At-';UNOE` ;ROOM LfDUMES IN TOE-EL'7 PRIOR TO ANY S7'T WORK CALL";E MLOWRIC FOR AJ t PRE-CONSTIAUCOON-SCF c,NDON<--46-I RS 1R 6R'P)ANY Cx WATION Ar VY. IX SAFE 5YS'EM #A# ME.NH R Yt),I £s-344-72_3 ' u CA"'r BEFORE YOf CAS�,C') 8Ot'-9 2:. 435 4 YA J'ar, 14 ROPU Y LINE aN ORMAMN S CORWLCD FROM ASSESSORS Prom mo L,.wc'PL ..._�. O,,X0f4A'TS AND S NOT TO BE CONSTRUED Aa .4Ur.R,'SEEN 09TANEu Aw*Hc 1 �” AESu T Of A FrLD BOUNDARY 5UtRICY,AND S SUELIECT TO HANOE;k5 AN 40 A IRATE FIELD SURVEY MAY Or1CWS+A PA—IA-I BOUNDARY SURVEY WAS NOT IEGRu U. 15FJ FG`>S fb or ID6 FAN .;A-f-O 3"l TRUE IORTK TMit NORM WAS E bDICIS,HE FROM r3issh PAD'qCT'Rr NC_ a, s Nal, INTIENM a,a IN EST REPIKSENTATION Or TAUF NM R.' , Y. r OIG SUMMARY TA LE a N � SSTR,r v ANE RFSIGENlk FNS NM /..Aa sL,, ,cR # ASSESSOR'J MAF' MAP U:Loll11 '3yP^�tR Lam, #RC„ sS COMMIA•CtATGN TA,{:!,.*Y 7 A NOiA Oa C'LAW'OR AY1 k UF,, .,~ -FY AH A,T91G UNIMR thf'..3*'a`(>, PRU t 3c,?z '45C4F P44fi`£SGnAa,ENIWEER, Y+$f 3 SEDVIDK, 5 #:5 REIASIO N5 *YARcWCK- Y5 rt Ir Zx j REAR EARS SETRA#t 7 14Y tR',ANTENNA,O:WMEST_0, LEVE ' ISSUED POR CONSTRUCION ACIM u ] P_a`:RAN 3ASes7 ON ONLINE"1XIC ACCESS aG REAL, PRCPFR,v PARCEL AND 0 `,*t 2A,/•2i ISSUED FOR REVENt t"S;tM1:O5 NOROI AINEM.R SCAW).OF ASSESSORS PIN)P"Rrr MAP FfSCAL YEAR 2018 -- a'e' BY FE-39RM,15 f VAL,`Y, AN-IMC CO MSi S N ALSO,RECORD---ANO RY�400SSON K€�<' #= sA"` DESCRIPOON O~DGN W LrtNINO DISTRICT 1J}NGARIz "hCR~H ANPOVER R,,:Nt:C MP"RY ME,RIEvIcK VALLEY RuU,H°G'4G *�RRWH 9"( 's3G -GA6k ?!RF7A rtG UOF+3s151r3t BATED 5cpT�-M$FR 6 2011, a �TW-KS ARE rAXFN THt C,O_=G, �'7N;;OF rhIPCsED aYaraA rc' 3 SFE StODAY WAS NOT PERFORMED BY aDYER A DESICN CgOVV.SES ABOVE, 7 ,f BOS0523A BOSTON HILL r S I 00 � ANNORTH ANCOVER,MA 01845 i PLOT PLAN N PLOT PLAN © KAM 1'-uo' PP-1 DRAWING N0: 150 75 0 150 300 PP-1 metroPCS Unlimit Yourself. 285 BILLERICA ROAD STRUCTURAL NOTES THIRD FLOOR CHELMSFORD, MA 01824 1. STRUCTURAL ANALYSIS REPORT PENDING. TEL(978) 244-7200 - FAX (978) 244-7240 2. COAX ATTACHMENT METHOD TO FOLLOW RECOMMENDATIONS OUTLINED IN THE RESULTS OF THE APPROVED STRUCTURAL ANALYSIS. 3. REQUIRED, SH L THE STRUCTURE, IF _ PraTerra REQUIRED, SHALL BE INSTALLED PER APPROVED DESIGN. , (E) CONCRETE (E) CEILING CABLE (E) 60'1 TALL DESIGN GROUP, L L C BUILDING LADDER, TYP. REPLACE (E)PANEL ANTENNAS LATTICE TOWER 33 W/(P)METROPCS 700 MHz PANEL ATOP BUILDING 1 Short Street g_1 ANTENNA, TYP. OF 1 PER SECTOR Suite 3 (3 TOTAL) 1 Northampton, MA 01060 (E) METROPCS Ph:(413)320-4918 6201 CABINET Fax:(413)320-4917 I 1 -. (E) METROPCS MODCELL CABINET 1 (p)(3) (E) 12.5'x13.8' (INTERIOR) r 1 BATTERYMETROPCS ACROSS(E) C(E) CABLE L COAX 4 LADDER METROPCS ROOM ELCO CABINET I S-1 AND UP TOWER USING(E) I WAVEGUIDE IN ACCORDANCE (E) T 1 W/STRUCTURAL I 1 _ I 6 - - - - I ON THE ETA RAILS ROOF, TYP. x SFS lOB ETA`' 1/ REPLACE(E) PANEL ANTENNAS--", - a_ 3 W/(P) METROPCS 700 MHz PANEL 5-1 ANTENNA, TYP. OF 1 PER SECTOR (E) 60'1 TALL LATTICE y I I L m (3 TOTAL) I 0 TOWER ON ROOF 1 p) (3)METROPCS 1jr COAX (E) ANTENNA, TYP. 1 O < H- 1 4 (BY OTHERS) ENGINEER LAND SURVEYOR - _ _ _ _ eT,. 12 TOTAL) &(1)RET CABLE I w 0 / ACROSS(E)CABLE LADDERs-1 I AND UP TOWERI dN a IT IS A VIOLATION OF LAW FOR ANY PERSON, ' 1 U � UNLESS THEY ARE ACING UNDER THE DIRECTION1_ ____________ __ _ _ d .w.. OF A LICENSED PROFESSIONAL ENGINEER, O m TO ALTER THIS DOCUMENT. (E) COAXIAL PORT (E) DISH ANTENNA, TYP. o W/(9) 1j" COAX (3 SPACES) r-_ REVISIONS \\� \„✓ & (1) a” RET CABLE I� I a TO REMAIN i I I � I 1 I I I Cil 1 0 1 O , (E) ANTENNA, TYP. �(BY OTHERS) 1 11/13/12 ISSUED FOR CONSTRUCTION (P) (3) METROPCS ti" s-1 CABLE TO BE ATTACHED I a 0 10/24/12 ISSUED FOR REVIEW TO BUILDING FACE & I m EXISTING SUPPLEMENTAL TRAY AS REO. i a H REV. N DATE DESCRIPTION 0 a ROOF (E) (9) 1j" COAX (3 SPARES) 1 (E) ROOF ACCESS ` & (1) J" RET CABLE I ii PROJECT NO. DRAWN BY: TBO SCALE: HATCH TO REMAIN I 12-024 CHECKb BY:TEJ/JMM q5 SHOWN (E) SAFETY RAILS ON THE ROOF, TYP. (E) COAXIAL PORT--_- I` I I SITE NAME. W/(9) 1j" COAX (OUTDOORS) 3 OPEN FOR EXP. BOS0523A (E) WINDOW, TYP.---11 _ __---___- BOSTON HILL (E) 12.5'x13.8 (INTERIOR) METROPCS ROOM © FLOOR/ROOF PLAN sCA�: i'=a' A_1 SITE ADDRESS: 5 BOSTON HILL ROAD 4 2 0 4 B NORTH ANDOVER,MA 01845 EAST ELEVATION DRAWING TITLE: SCALE: 1"`10' A-1 FLOOR/ROOF PLAN 10 5 0 10 20 AND ELEVATION DRAWING NO, A-1 ANTENNA INFORMATION PROPOSED RF SYSTEM SCHEDULE SECTOR TYPE AZIMUTH ELECTRICAL MECHANICAL DOWN TILT DOWNTILT RAD CTR, ACL MAKEMAIN FEEDLINE MODEL FEED CABLE TOP JUMPER BOTTOM JUMPER MFc LENGTH COLOR SIZE RET SYSTEM INFO ALPHA Tx Rx _ - 30T-OM (c) Fx 1873 CUVMSCO�L 17C'+ LENGTH SIZE LENGTH ����/'�� / 350' I � MFG MODEL /V` 131't KATHREIN 800-10764K 301TOM (E) FXL 1£373 CO+nMSCO•'F ;70•* 6 %5" CABLE LENGTH 3 6 BOTTOM (P) FXL-1873 COMMSCOPE 170'± h fi h KATHREIN 860-10025 Unlimit Yourself. III R y2•• 6 (INTERNAL) (863 'OOr�) 170't BOTTOM (P) FXL-1873 COMMSCOPE 170't 6 6' 9OT"OM IIII R )t7" KATHREIN 860-10025 BETA Tx/Rx 120' _ - 131't KATHREIN 187,5 CO'v!MSCO-F 17p•+ 19 •, 6 6' (INTERNAL) 285 BILLERICA ROAD 800-10764K 90Ti0M (L) FXL 1873 COMSCOPF 70'+ 6 M 11 Xi" THIRD FLOOR 7II BOTTOM CHELMSFORD, MA 01824 INTERN(p) FXL-1873 6 025 COMMSCOPE 170'- KATHREIN TEL (978) 244-7200 III B y2^ 6 (INTERNAL) FAX (978) 244-7240 BOTTOM (p) 'AL-1873 COMMSCOPE 170't 6 Y26' I BOTTOM /� - IIII B )4" KATHREIN 860-10025 GAMMA 7x/Rx 250' _ IR73 CDMMSF:O^F 6' 6' IOM, 32.8'± '70•* .. (INTERNAL) (860-1001°) (DAISY CHAIN) 131't KATHREIN 800-10764K BOTTOM ([: FXL -1873 .^,OMMSCOPE 170'i 6' BOTTOM G 14 KATHREIN 860-1°025 (p) FXL-1873 COMMSCOPE 170'± 6. �• 6' - PraTerra ;PS _ DI p �„ (INTERNAL) - - BOTTOM (p) FXL-1873 COMMSCOPE 170't 6 � 10'T yr �_ IIII G 8' <524019 3GffOM 75 6' KATHREIN 860-10°25 �" ' EXISTING COAXIAL & RET CABLES TO REMAIN. DISCONNECT FROM EXISTING ANTENNA & REi AND RECONNECT TO PROPOSED ANTENNA & INTERNAL RET. PROPOSED 6 DESIGN G R O U P, ��• COMIdSCO'F. 7p,'1 3D _ (INTERNAL) (860-10010 LLC ' COAXIAL CABLES TO BE CONNECTED TO PROPOSED ANTENNA. 1 Short Street Suite 3 Northampton, MA 01060 i � Ph:(413)320-4918 I. ALL ANTENNAS SECTOR G MHP PANEL ANT REMOVE(E) METROPCS PANEL ANTENNA, AND COAX IS TO BE (P) NEL ANTENNA 700 Fax:(413)320-4917 PCS TYP, OF I PER SECTOR (3 TOTAL) 350' INSTALLED IN ACCORDANE WITH 71.1E (TYP. OF 3) MOUNTING BRACKET STRUCTURAL ANALYSIS PROVIDED BY TOP AND BOTTOM OTHERS. (P) N2.AWG TINNED SOLID —\ - MECHANICAL COPPER GROUND TYP. ONLY TILT BRACKETS 2. PANEL ANTENNAS TO r-=' ` TOP AND BOTTOM MANUFACTURERS REQUIREMENTS.DED PER NECESSARY. IF ADAPTER PIPE IS �\1 4 NECESSARY. � � .\• . 3. COAXIAL CABLES SHALL BE GROUNDED (KI COAX GROUND LATTICE TOWER LEG `�- \"' _ t r PER MANUFACTURERS REQUIREMENTS, S-1 XR' AS REQUIRED ? (V-I.F. LEG SIZE) m�-_ M. ISTRAND DW GROUND, TYP.G COPPEREND (P) METROPCS 700 MHz PANEL ANTENNA, (E) 60' LATTICE TOWER \\\ a (E) BTS CABINET / 1dT J 71P. OF 1 PER SECTOR (3 TOTAL) _ _ _ 7--(E) UPPER CIGBE5"7pq t IL + MOUNTED TO TOWER LEG / / ( 13 t I (P) COAXIAL & REF. CABLE 7 SECTOR B o- - I (E) #2 AWG GREEN ENGINEER/LAND SURVEYOR INSULATED DOWi _ I NLEAD ` r. O O O O O O O p /� 250' 70 MGB IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION (P)METROPCS 700 MHz OF A LICENSED PROFESSIONAL ENGINEER, ff PANEL ANTENNA TO ALTER THIS DOCUMENT, i SECTORREQUIRED A it I (P) COAX GROUND OKIT, AS � 1 NOTE: CONTRACTOR TO CONFIRM (E) LEG SIZE AND REVISIONS I \ 11 (P) #6 AWG COPPER j GROUNDING LEGEND VERIFY MANUFACTURER SUPPLIED BRACKET WILL ©N L STRANDED GROUND, TYP, I ACCEPT THE DIAMETER REQUIRED (2"-4.5") (E) & (P)ANTENNA PLAN jI _ (E) GROUND BAR. I SYMBOL DESCRIPTION I INSTALL GROUND KIT t 1 (P) 700 MHz PANEL ANTENNA DIMENSIONS (TYP OF 3): SCALE: 1•.s' IN LOWER CIGBE, 1 1 COAX, EXOTHERMIC WELD KATHREIN 800 10764K: 55.2"H x 11.8"W x 6.0,,' . 5 2.5 O 6 S-1 �. � I ' AND POLYPHASER � 1 WEIGHT= 40.6 LB 0"D i I I 6 000 :.!rji GROUND BARS, ryp. MECHANICAL CONNECTION cRou"°c°"DucroR ANTENNA MOUNTING DETAIL 3 1 11/13/12 ISSUED FOR CONSTRUCTION I NOTE:PANEL ANTENNA TO BE GROUNDED PER SCALE: NONE (E) (2) §2 AWG TINNED MANUFACTURERS'SPECIFICATIONS 0 10/24/12 ISSUED FOR REVIEW SOLID COPPER GROUND S-i -)' LEADS TO EXISTING GROUND j RING REV. DATE DESCRIPTION PANEL ANTENNA PANEL ANTENNA GROUNDING SCHEMATIC COAXIAL CABLE 2 MAX' SCALE: NONE /TV t PROJECT N0. _ j '`—"I--1�" TO 24" gyp P.) 2 WALL MOUNT BRACKET /_ji.T DRAM eY' TSD SCALE: �'%' 12-024 CHECK'D BY:TEJ/JMM AS SHOWN (VALMONT P/N VITH ) % SECURED IT WALL WITH (2) } 1/2"0 HILTI HIT-HY150 MAX SD�✓ SITE NAME, ' TO EQUIPMENT EPDXY ANCHORS WITH 2j" MIN. WEATHERPROOFING�- KIT(SEE NOTE 3) EMBEDMENT, TVP. FROMHANGERS (VALMONT P/N CABLE GROUND KIT STACKABLE SNAP-IN ANTENNARCABLEWGROUND PER BRACKET 158SS-A), TYP. OF 12 BOS0523A G6 AWG STRANDED COPPER KIT& EQUIPMENT 12 RUNS 1i"0 COAX IN BOSTON HILL I GROUND WIRE (GROUNDED GROUND TYP. 2 ROWS OF 6 EACH 1 I GROUND BAR) (SEE NOTE SHEET METAL COVER, 1 & 2) I 1 VALMONPTI N L) GROUND BAR 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS . 11, 1 VALMONT T EQUAL DIRECT GROUND WIRE DOWN TO GROUND BAR. OO OO OO ¢ 1 4 • SITE AppRF��. 2. GROUNDING KIT SHALL TYPE AND PART NUMBER O O OO- OO O OO 5 BOSTON HILL ROAD If SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. Y 1 f h 3. WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH NORTH ANDOVER,MA 0180 it KIT. COLD SHRINK SHALL NOT BE USED. INSTALLER MUST EXOTHERMIC WELD TO BE USED OPTIONAL ��I NOTE' THE WALL ANCHORS SPECIFIED ENSURE THAT THE FLOW OF THE WRAP IS SHINGLED AND WATER WITH /R2 AWG BCW TO BUILDING COVER SECURED 70 EACH I�I�� ASSUMES SOLID MASONRY OR DRAWING TITIN RUNS OVER THE TAPE AND NOT INTO THE TAPE. SERVICE GROUND OR GROUND HALO GROUND BARS AT THE BOTTOM FASTENERSAONEEACIH HSDE 11 ARECONCFOUND TO THE CONTRARYHTHANLD OF TOWERS MONOPOLES SHALL THE CONTRACTOR SHALL NOTIFY THE COAX GROUND KIT 4 ONLY USE EXOTHERMIC WELDS ENGINEER PRIOR TO INSTALLATION FOR STRUCTURAL MODIFIC�tl'�l� ANCHOR SPECON�CATIONF THE REQUIRED SCALE: NONE GROUND BAR DETAIL 5 DETAILS S-1 SCALE: NONE S-� WALL MOUNTED CABLE SUPPORT 6 DRAWIN SCALE: NONE S-i S-1 �` 4 ' metroPCS Unlimit Yourself. 285 BILLERICA ROAD metrol CoTHIRDFLOOR CHELMSFORD, MA 01824 TEL(978) 244-7200 Unlimit Yourself. FAX `978' 244-7240 PraTerra BOS0523A DESIGN GROUP, LLC BOSTON HILL Short Street Suite 3 Northampton, MA 01060 Ph:(413)320-4918 5 BOSTON HILL ROAD Fax:(413)320-4917 NORTH ANDOVER, MA 01845 ESSEX COUNTY � F � M. 6 °N ,v SITE TYPE: LATTICE TOWER (700 MHZ UPGRADE) T ` ENGINEER/LAND SURVEYOR ti IT IS A VIOLATION OF LAW FOR ANY PERSON. SITE INFORMATION VICINITY MAP APPROVALS UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. j PROPERTY OWNER: BEN&JOHN FARNUM SCALE: 1"=1000' LANDLORD: 426 FARNUM ST NORTH ANDOVER,MA 01845 REVISIONS Y APPLICANT: METROPCS MASSACHUSETTS LLC Y v"pb ` FIELD CONST.MGR: 285 BILLERICA ROAD CHELMSFORD,MA 01824 RF ENGINEER: (978)2447000 ` SITE ACQUISITION AGENT: � d � SITE ADDRESS: 5 BOSTON HILL ROAD ARCHITECTIENGINEER: NORTH ANDOVER,MA 01845 - '"°^•^ COUNTY: ESSEX ! Q ' SHEET INDEX 1 11/13/12 ISSUED FOR CONSTRUCTION LATITUDE: N 42.6461° �€d y DWG. DESCRIPTION REV. 0 10/24/12 ISSUED FOR REVIEW LONGITUDE: W-71.0939° T-1 TITLE SHEET 1 REV. # DATE DESCRIPTION ZONING CLASSIFICATION: VILLAGE RESIDENTIAL . ''y GN-1 GENERAL NOTES 1 PROJECT NO. DRAWN BY: TBD SCALE: ZONING JURISDICTION: TOWN OF NORTH ANDOVER / \ PP-1 PLOT PLAN 1 12-024 CHECK'O BY:TEJ/JMM AS SHOWN TAX ID PARCEL NUMBER: MAP 107.0 BLOCK 0011 / /�� A-1 FLOORTROOF PLAN&ELEVATION 1 ARCHITECT/ENGINEER: PROTERRA DESIGN GROUP,LLC N v'V SATE . S4 STRUCTURAL DETAILS 1 SITE NAME: 1 SHORT STREET;SUITE 3 NORTHAMPTON,MA 01060 POWER COMPANY: NATIONAL GRID4t BOS0523A 25 RESEARCH DRIVE 69 WESTBOROUGH,MA015825 ``a n4 BOSTON HILL (508)389-2000 d' 41 TELEPHONE COMPANY: E IZZOANNIOJN STREET 114 op p'q DO NOT SCALE DRAWINGS B00)941 90MA 02107 y SITE ADDRESS: (800)941-9900 SITE ACQUISITION MANAGER: SEAN CONWAY a+•`6��N CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE 5 BOSTON HILL ROAD (978) CONN Y �` AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES NORTH ANDOVER,MA 01845 BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. CONSTRUCTION MANAGER: JOHN RODGERS (617)83M143 DRAWING TITLE: OPS CONTACT: MIKE WILBANKS PROJECT DESCRIPTION (978)2447280 TITLE SHEET DRIVING DIRECTIONS 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. � THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. START OUT GOING SOUTHEAST ON BILLERICA RD TOWARD ELLIOTT ST.0.6 MI MERGE ONTO US-3 N VIA THE RAMP ON THE LEFT TOWARD 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. DRAWING NO: LOWELLR4 CHELMSFORD.0.7 MI KEEP RIGHT TO TAKE LOWELL CONN N VIA EXIT 30 A-B TOWARD 1.495 NILAWRENCE.0.6 MI MERGE ONTO 1.495 N 3. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. VIA EXIT 3OA-B TOWARD LAWRENCE.10.6 MI TAKE THE RT-114 E EXIT,EXIT 42A,TOWARD MIDDLETON.0.3 MI MERGE ONTO MA-114/SALEM 4. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. TURNPIKE.3.8 MI END AT 1370 TURNPIKE ST NORTH ANDOVER,MA 01845. S. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE TRIP PER �_ .� 6. MONTH AT ONE HOUR PER VISIT. GENERAL NOTES: 1, 9E.0 SURVEY RATE DESP RMATORY S' V R 0, PRO'7/20!2, etro1 V OI „4 1t;A#. tv RR f.sh'', � R uM S egg rw "RE"S88)) Unlimit Yourself. a„s?1tON at eATEw. N0>x`�aa+esUa,,Ja Kira OF 1983;FAJr37 ✓� < s€ R aN;;, - r N TOWER tlwD t ,N 25 285 GILROAD THIRDD FLOOR 0 82 i CHE LMSFORD, MA 01824 5 PQM FFtY 0W�r J}F' -F.R7=u TEL (978) 244-7200 FAX (978) 244-7240 vu'+<SP AiJOVF^i,3,i&11E45 6 SITE NUMBER, OOS0523A F RESS 7{L ADO' 5 n.vOtG}ti -ANDOVER,MA 845 NT RF HG�7 0HELMSFOO),MA 01,824 r*Te rra � 4 9 AIRrsO '0N" lum'`NOR64 ANNOVER DESIGN GROUP, L L C 10 ! rax A) raan ` tC uiSc" NOV P..AN R'ff_REN'EsS OWN k6 N RTn ANDOVER �V az,ASSES%GR5 1 Short Street AS ADICATED SELUW Suit. 3 ,k2 %.1NG 1URISDC30W OUAGE:RE*a N& Northampton, MA 01060 Ph:(413)320-4918 ..., �.'ALL,��RCR uNF€, .Y k*. RMA GN rags ,au`N€�FROM �R�e (413)320-4917 .. J 4V STI NDON Aids EXISTING PIAN OF A 73RE HE CONTRACTOR .�#r� Fax: 0CAit Ai. JNDERGROUND I it IN THE C 6 PRA?10 ANY IF11'WORK. INL! "£RYLLOWINORAL 1tY J4.a RUr h NOft ARON 72 40UPS RIOR 0 ANY CXCAVA13Ghi ACY I L = DIG OWI iff i SAA&U, Ors $1 1') �= .,Ai,.BEFORE C.`a§GTj, , $OG-S?i-t;55 T& PROPERTY I OIL INFORMATION S COM,'�<tD FROM AS;FSSODS P.AN AND,2.E",.0+` 00L AENYS.AND ES NT'YO BE C NSPA1E*5 AS HARING KEEN MAIDEN A 'PC RESULT Or A FIELD BOUNDARY S RVFY,AND 5 SUaJECT TO 04ANGE AS AS1 , k C RAi€,OAC SURVEY N#s7 360-05E-'n FULL Et_'§eD "SUNV"c'7 WA.,,s 75, HEARir6 S'PR M LN 'Mis Psi=is BASED..ON TRUE NOR i UE NOPU4 WAS j. €ESACRIPM:ROM EXISTING PLAN Rkf`QENC., T S NOT ROINDED'O BE AN a £MAC'"REPRES£NTAPON Or TRUE NORM-1 IST /ON E tv .0 t ZONING SUMMARY TABLE COMING SFk G i• CE", 7: ',&LAG£ NTAM, ENGINEER/LAND SURVEYOR .£IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION / + l t. ?A£T+ 6", RiA€R�Mltab PRry.� OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. F F;`:at"Yt-�"35Kr� l� �12.'* REVISIONS S'LIE YARD SEIBAce H 7 s 57't DE,hS:YARD SETBACK3f# 1 327± A t+lE4SO 5 V,.rJR fl PJM'}4 wLJac..= :J.Ai 2 3 $ r; n=,Crtldh 3C'ATEA^,,+ ,,Jt Yom. NO ES 11/13/121 ISSUED FOR CONSTRUCTION # OGT Prim BASSO ON CN_+'AC PD30C:ACCESS YO FSk PRC+'„R',>PARC" AND i: 10/24/1 ISSUED FOR REVIEW TOWN; G NOR G ANDOVER 80MI#:OF ASSESSORS PR PERrf PAN Ft..A_Y 2108 B+'ME FMA K JALLE1`PLANNING COMME.,.C{d A .RECORD P NNS 3Y FUDSON :RED, # DATE DESCRIPTION 5 CEIGN GROUP,LI- c-2 Z'O7<ti;'€^C"STR.,. 3Ov rPsd._ 'NCA`Uri ANCruK LC*'!v'U kwF`"BY M',IDTda.'.%Y}A,3-";£' �4^e.ie"N.T N0. DRAWN BY: TBD SCALE: PLANNING POMM3U'.ON SAM SEPTFMBER H.2311. CHECN'D RY:TEJ/JMM AS SHOWN f -24 8 rO NK,, Ru61 5,s r�.s'�.._f TOES r' �>dRs„^;5 AN:`NdA RO- �O 37 0 R yy€R t° via c _ SITE C,Rv€'+WAS 4JF PERFORMED t'Tv PNZJ(SRSsA DEa`a`,N ORU,tP 5€C fi3f,+£ tiV, BOS0523A BOSTON HILL ,y- t• &M-AUMEUL 5 BOSTON HILL ROAD ORTH ANDOVER,MA 01845 .. ;.{DRAwING TITLE: PLOT PLAN © PLOT PLAN SCALE: 1'-iS0' pp_1 DRAWING N0: 150 75 0 150 300 - PP-1 metroPCS Unlimit Yourself. 285 BILLERICA ROAD STRUCTURAL NOTES THIRD FLOOR CHELMSFORD, MA 01824 1. STRUCTURAL ANALYSIS REPORT PENDING. TEL(978) 244-7200 FAX (978) 244-7240 2. COAX ATTACHMENT METHOD TO FOLLOW RECOMMENDATIONS OUTLINED IN THE RESULTS OF THE APPROVED STRUCTURAL ANALYSIS. 3. REQUIRED. MODIFICATIONS TO THE STRUCTURE, IF _ ProTerra REQUIRED, SHALL BE INSTALLED PER APPROVED DESIGN. 1 (E) CONCRETE (E) CEILING CABLE (E) 60'1 TALL DESIGN GROUP, L L C BUILDING LADDER, TYP. LATTICE TOWER REPLACE (E)PANEL ANTENNAS 33 W/(P)METROPCS 700 MHz PANEL ATOP BUILDING 1 Short Street S_1 ANTENNA, TYP. OF 1 PER SECTOR Suite 3 (3 TOTAL) I Northampton, MA 01060 (E) METROPCS Ph:(413)320-4918 6201 CABINET Fox:(413)320-4917 I I (E) METROPCS I MODCELL CABINET 1 E METROPCS (P)(3) METROPCS 1jr COAX (E) 12.5'x13.8' (INTERIOR) j ( ) 4 ACROSS(E) CABLE LADDER METROPCS ROOM BATTERY AND UP TOWER USING(E) ,-- i s-, WAVEGUIDE IN ACCORDANCE I z v (E) TELCO CABINET 1 W/STRUCTURAL M. 1 I I I I a (E) SAFETY RAILS p E V REPLACE(E) PANEL ANTENNAS—, 1 j ON THE ROOF, TYP. rn 1 e W/(P) METROPCS 700 MHz PANEL I i '. Z 5-1 ANTENNA, TYP. OF/ PER SECTOR (E) 60'TOWER TALL ONLATTICE ROOF P) (3) METROPCS 1�" COAX (E) ANTENNA, TYP. \i Q 0 (12 TOTAL)do(1) RET CABLE (BY OTHERS) O ACROSS (E) CABLE LADDER 5-1 i a e ENGINEER/LANG SURVEYOR AND UP TOWER 0. Q IT IS A VIOLATION OF LAW FOR ANY PERSON. N UNLESS THEY ARE ACING UNDER THE DIRECTION .� %______________________1___ _ � 25 � OF A LICENSED PROFESSIONAL ENGINEER, ^' (E) COAXIAL PORT (E) DISH ANTENNA, TYP. o To ALTER THIS DOCUMENT. \ j W/(9) 1a" COAX (3 SPACES) - -H & (1) d" RET CABLE I .0- a REVISIONS TO REMAIN - y p I I s (E) ANTENNA, TYP. I 0 (BY OTHERS) .� I z - i � o (P) (3) METROPCS 1 11/13/12 ISSUED FOR CONSTRUCTION 1�" ... m w CABLE TO BE ATTACHED w m 0 10/24/1 ISSUED FOR REVIEW TO BUILDING FACE& EXISTING SUPPLEMENTAL TRAY AS REQ. �. i o- ROOF i 0 REV. k DATE DESCRIPTION (E) (9) 18" COAX (3 SPARES) ._ - PROJECT N0. DRAWN BY: -TBD SCALE (E) ROOF ACCESS II � &(1) d" RET CABLE I i1 : HATCH TO REMAIN j 12-024 CHECK'D BY:TEJ/JMM AS SHOWN (E) SAFETY RAILS - ON THE ROOF, TYP. (E) COAXIAL PORTI I SITE NAME: W/(9) 11" COAX ,-------- (OUTDOORS) I 3 OPEN FOR EXP. --- 1 f I BOS0523A I-� I -- (E) WINDOW, TYP.-- BOSTON HILL (E) 12.5'x13.8' (INTERIOR) METROPCS ROOM © FLOOR/ROOF PLAN SCALE: 1--4' A-1 SITE ADDRESS: 5 BOSTON HILL ROAD 4 z 0 < e NORTH ANDOVER,MA 01845 EAST ELEVATION DRAWING TITLE: 50ALE° ''_'°' A-1 FLOOR/ROOF PLAN ,o S 0 10 20 AND ELEVATION DRAWING NO: A-1 PROPOSED RF SYSTEM SCHEDULE ���^�� i ANTENNA INFORMATION MAIN FEEDLINE TOP JUMPER BOTTOM JUMPER RET SYSTEM INFO r SECTOR TYPE AZIMUTH ELECTRICAL MECHANICAL RAD CTR, AGL MAKE MODEL FEED CABLE MFG LENGTH COLOR SIZE LENGTH SIZE LENGTH MFG MODEL CABLE LENGTH DOWNTILT DOWNTILT Unlimit Yourself. 30'"CM (F) Fx. 1873 COMMSCC,E. 1 i0'- fz" 6' h" 6' 860-10025 (E) KATHREIN ±70'.1. 30 i'OM FXL i873 COMMSCO^E '/C� I Z %Z" 6' kz" g' (INTERNAL) (860^00rr) ALPHA Tx/Rx 350' — — 131'± KATHREIN 800-10764K 285 BILLERICA ROAD BOTTOM (P) FXL-1873 COMMSCOPE 170'± III R Yz" 6' Yz" 6' 860-10025 THIRD FLOOR BOTTOM P FXL-1873 COMMSCOPE 170'± IIII R J¢" 6' X2" 6, KATHREIN (INTERNAL) CHELMSFORD, 4 01824 ( ) TEL (978) 244-7200 90--0M (E) FX,. 18/5 COVMSCO^F Ii0'+ I H %4" o' h" a' FAX (978) 244-7240 KATHREIN 860-10025 70 •8'3 CCVMSC::'F ' r y- 5" 5' .9 6' (INTERNAL) BETA Tx/Rx 120' - - 131'± KATHREIN 800-10754K / BOTTOM (P) FXL-1873 COMMSCOPE 170'± III 8 Yz" 6' 14^ 6' KATHREIN 860-10025 10M, 32.8'± BOTTOM (P) FXL-1873 COMMSCOPE 170'± ILII B kz^ 6' 14" 6' (INTERNAL) (860-10010) (DAISY CHAIN) PraTerra 901-01,1 (_; fxL 1815 CCVMSC('.-F '^)- o %2" Y,. 6' 860-10025 KATHREIN (INTERNAL) 9oT GM -; x_-,873 ccVMS::raE ±, - (s �" n' DESIGN GROUP, L L C GAMMA Tx/Rx 250' - - 131'± KATHREIN 800-10764K BOTTOM (P) FXL-1873 COMMSCOPE 170'± III G Yz" 6' Yz 6 860-10025 �" 10M, 32.8'± BOTTOM (P) FXL-1873 COMMSCOPE 170'± IIII G )¢" 6• 6, KATHREIN (INTERNAL) (860-10010) (DAISY CHAIN) 1 Short Street 1;24(1.1-1 301 OM NJ" CCV.M9CO'L 26'1 53D - - - - - - - - Suite 3 Northampton, MA 01060 • EXISTING COAXIAL & RET CABLES TO REMAIN. DISCONNECT FROM EXISTING ANTENNA & RET AND RECONNECT TO PROPOSED ANTENNA & INTERNAL RET. PROPOSED COAXIAL CABLES TO BE CONNECTED TO PROPOSED ANTENNA. Ph:(413)320-4918 Fax:(413)320-4917 IF NOTES (P) METROPCS 700 MOUONPTINNG BOTTOM MECHANICAL BRACKET MHZ PANEL ANTENNA TILT BRACKETS 1 1. ALL ANTENNAS AND COAX IS TO BE (TYP. OF 3) TOP AND BOTTOM SECTOR G WITH INSTALLED IN ACCORDANE THE (P) #2 AWG TINNED SOLIDSTRUCTU REMOVE (E) METROPCS PANEL ANTENNA, 350' OTHERS.RAL ANALYSIS PROVIDED BY11111 COPPER GROUND, TYP. ONLY REQUIRED IF ADAPTER PIPE IS TYP. OF 1 PER SECTOR (3 TOTAL) NECESSARY. LATTICE TOWER LEG �Pr 2. PANEL ANTENNAS TO BE GROUNDED PER MANUFACTURERS REQUIREMENTS. (P) COAX GROUND (V.I.F. LEG SIZE) e 3. COAXIAL CABLES SHALL BE GROUNDED s-1 KR, AS REQUIRED �1 (P) #6 AWG COPPER ods IST PER MANUFACTURERS REQUIREMENTS. STRANDED GROUND, TYP. ION I I.x (E) 60' LATTICE TOWER �(E) UPPER CIGBE (E) BTS CABINET _ _ _ _ _ _ I ENGINEER/LAND SURVEYOR �jooc0000 (P) METROPCS OF7I PER SECTOR (3 TOTAL) ( `'-,.....,o��' IT ISA VIOLATION OF LAW FOR ANY PERSON, (P) COAXIAL h RET. CABLE ' (E) #2 AWG GREEN UNLESS THEY ARE ACTING UNDER THE DIRECTION MOUNTED TO TOWER LEG I INSULATED DOWNLEAD (P) METROPCS 700 MHz OF A LICENSED PROFESSIONAL ENGINEER, -— -�Fu TO MG8 PANEL ANTENNA TO ALTER THIS DOCUMENT. � �� 000REVISIONS SECTOR B h o isu 61 � 250' "-- � I (P) COAX GROUND NOTE: CONTRACTOR TO CONFIRM (E) LEG 512E AND KIT, AS REQUIRED VERIFY MANUFACTURER SUPPLIED BRACKET WILL SECTOR A a I GROUNDING LEGEND ACCEPT THE DIAMETER REQUIRED (2"-4.5") 120' (P) #6 AWG COPPER 4 STRANDED GROUND, TYP.iSYMBOL I DESCRIPTION (P) 700 MHz PANEL ANTENNA DIMENSIONS (TYP. OF 3): --- i 1 ` (E) GROUND BAR. I KATHREIN 800 10764K: 55.2"H x 11.8"W x 6.0"D INSTALL GROUND KIT EXOTHERMIC WELD WEIGHT = 40.8 LB AT LOWER CIGBE, COAX, © (E) & (P)ANTENNA PLAN — / — — — „/,3/,z ISSUED FOR CONSTRUCTION N / AND POLYPHASER ■ MECHANICAL CONNECTION GROUND BARS, TYP. ANTENNA MOUNTING DETAIL �3� SCALE: 1'-5' S_1 GROUND CONDUCTOR HIEVO 0/24/1 ISSUED FOR REVIEW oo�o :i o� I... .— ..__ i i SCALE: NONE S-1 5 2.5 0 5 �} NOTE:PANEL ANTENNA TO BE GROUNDED PER DATE DESCRIPTION MANUFACTURERS'SPECIFICATIONS. \ (E) (2) #2 AWG TINNED PROJECT N0. IDRAWN BY: TBD SCALE: \L SOLID COPPER GROUND CMECH'D BY:TEJ/JMM AS SHOWN LEADS TO EXISTING GROUND m � 12-024 RING WALL MOUNT BRACKET PANEL ANTENNA GROUNDING SCHEMATIC (TYP.) 2 (VALMONT P/N SP1587) SITE NAME: SCALE: NONE SECURED TO WALL WITH �,/ S-1 1/2"0 HILTI HIT-HY150 MAX SD •/> PANEL ANTENNA 2 k MAX' STACKABLE SNAP-IN COAXIAL CABLE 12" TO 24" EPDXY ANCHOEMBEDMEN TYP. HANGERS (VALMONT 158SS-A), TYP. OF 122 BOS0523A PER BRACKET _J ..� TO EQUIPMENT ARUNS 1BOSTON HILL WEATHERPROOFING #6 OR #2 AWG FROM 12 2 ROWS�OF 6 EACH SHEET METAL COVER. KIT(SEE NOTE 3) -------/ ANTENNA CABLE GROUND TYP. (OPTIONAL) KIT & EQUIPMENT VALMONT P/N CABLE GROUND KIT GROUND TYP. g I B3099 OR EQUAL SITE ADDRESS: #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED GROUND BAR 5 BOSTON HILL ROAD To GROUND BAR) (SEE NOTE O QO QO O O O O E NORTH ANDOVER MA 01845 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS QO O O O O O O O OO { NOTE: THE WALL ANCHORS SPECIFIED DRAWING TITLE: DIRECT GROUND WIRE DOWN TO GROUND BAR. ASSUMES SOLID MASONRY OR OPTIONAL CONCRETE. IF CONDITIONS IN THE FIELD 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS COVER SECURED TO EACH ARE FOUND TO THE CONTRARY THAN SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. EXOTHERMIC WELD TO BE USED BRACKET WITH (2) I THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL FASTENERS ON EACH SIDE WITH #2 AWG BCW TO BUILDING GROUND BARS AT THE BOTTOM ENGINEER PRIOR TO INSTALLATION FOR 3. WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH SERVICE GROUND OR GROUND HALO OF TOWERS/MONOPOLES SHALL MODIFICATION OF THE REQUIRED DETAILS KIT. COLD SHRINK SHALL NOT BE USED. INSTALLER MUST ONLY USE EXOTHERMIC WELDS F ANCHOR SPECIFICATION.. ENSUE THT TE FLW OF THE WRAP IS+ RUNSRO ERATHEH TAPED AND NOT INTO THE TAIPELED AND WATER DRAWING NO: COAX GROUND KIT GROUND BAR DETAIL rl-`� WALL MOUNTED CABLE SUPPORT J " SCALE: NONE 5-1 SCALE: NONE 5-1 SCALE: NONE S-1 S-1 m traM . Unttcnit Ypurset#i. 285 BLLERICA ROAD etro[ , CS. THIRD FLOOR CHELMSFORD, MA 01824 TEL (978) 244-7200 Unlimit Yourself. FAX (978) 244-7240 Hudson BOS0523A DwIg11GAoupix = BOSTON HILL 6K,�DMO20NORiH,SUOE&,�, TEL•y78,5C>7853 RANDOM%1901845 FAX PM 3365586 5 BOSTON HILL ROAD NORTH ANDOVER, MA 01845 ` `IF 44A ESSEX COUNTY A,N1E.... > { MAL I ) SITE TYPE: COLOCATION ON EXISTING LATTICE TOWER '- ENGINEER/LAND SURVEYOR SITE INFORMATION: VICINITY MAP APPROVALS R A VIOLATION of LAW FOR ANY FIR Mwrss THEY ARE AcnNc uNOER THE aaEcMAa+ OF A 11ODISED PROFESSIONAL EAKAN ER. TO ALTER THIS DOCUMENT. PROPERTY OWNER: BEN&JOHN FARNUM SCALE,NTS LANDLORD: 397 FARNUM ST REVISIONS NORTH ANDOVER,MA 01845 FIELD CONST.MGR: TOWER OWNER BEN&JOHN FARNUM 397 FARNUM ST RF ENGINEER: NORTH ANDOVER,MA 01845 SITE ACQUISITION AGENT: APPLICANT: METROPCS MASSACHUSETTS,LLC �p YG 285 BILLERICA ROAD ARCHITECT/ENGINEER: 3 8/03/09 S O FI NAL eP � CHELMSFORD,MA 01824 mr 2 7/17/019 C N FIWL (976)244-70W SHEET INDEX 1 / / . FOR CONSTRUCIRON SITE ADDRESS: 5 BOSTON HILL ROAD NORTH ANDOVER,MA 01645 DWG. DESCRIPTION REV. ;REV. OWE IS FOR DN COUNTY: ESSEX III DESCRIPTION PRO.EICT NCa 8Y: 178 LATITUDE N 42.6461° T-I TITLE SHEET 3 GN-1 GENERAL NOTES 3 LONGITUDE: W-71.0939' � ZONING CLASSIFICATION: VILLAGE RESIDENTIAL SITE H\w aD eiq C-1 PLOT PLAN 3 W. oN ZONING JURISDICTION: TOWN OF NORTH ANDOVER e� `�' A-1 BUILDING PLAN AND ELEVATION 3 $ITE NAME: A-2 ANTENNA MOUNTING&EQUIPMENT ROOM PLANS,SCHEDULES&DETAILS 3 TAX ID PARCEL NUMBER: MAP 107C LOT i i ARCHITECT/ENGINEER: HUDSON DESIGN GROUP LLC 1 -2 GROUNDING EDIAGRAM,RISER,AND DETAILS 3 16M OSGOOD STREET E- DING DETAILS 3 BOS0523A BUILDING 20 NORTH,SUITE 2.101 N N.ANDOVER,MA 01645 BOSTON HILL POWER COMPANY: NATIONAL GRID = 25 RESEARCH DRIVE s� WESTBOROUGH,MA01582 X91 s> (606)389-2000 DO NOT SCALE DRAWINGS TELEPHONE COMPANY: VERIZON OSTINSITE ADDRESS: 170 FRANKLIN STREET 5 BOSTON HILL ROAD BOSTON,MA 02107 CONTRACTOR SHALL VERIFY ALL PLANS AND CG DIMENSIONS AND CONDITIONS ON THE JOB SITE NORTH ANDOVER,MA 01845 (8w)841'8900 AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME SITE ACQUISITION MANAGER: KELUE DUNN DRAWING TARE: (978)2447200 CONSTRUCTION MANAGER: DAVE BEAN PROJECT DESCRIPTION ME OPS CONTACT: MIKE WILBANKS DRIVING DIRECTIONS 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE (978)244-7280 TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. START OUT GOING SOUTHEAST ON BILL.ERICA RD TOWARD ELLIOTT ST.0.6 MI MERGE ONTO USS N VIA THE RAMP ON THE LEFT TOWARD 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. DRAWING N0: LOWELLIN CHELMSFORD.0.7 MI KEEP RIGHT TO TAKE LOWELL CONN N VLA EXIT 30 A-B TOWARD W95 NAAWRENCE 0.6 MI MERGE ONTO 1-495 N 3. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. VIA EXIT 3OA-B TOWARD LAWRENCE 10.6 MI TAKE THE RT-114 E EXIT,EXIT 42A,TOWARD MIDDLETON.0.3 MI MERGE ONTO MA-114/SALEM 4. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. TURNPIKE.3.8 MI END AT 1370 TURNPIKE ST NORTH ANDOVER,MA 01845. 5. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE TRIP PER T- 1 MONTH AT ONE HOUR PER VISIT. Mill, ZO Oy � YHM Mi'I'l t O A 0�1 N1.18AZ 3 'Ila a 1 xmill a. s � E f � s A $ A oa � Ago .10M i oil a, fill P sat & P NP Y 1, s r m T � °Qm 9911, y$48SF8j� i s i _x RP - M o P P r R 1, x •L� N IM.1 $j � �Q � .�i r � 11 Az � �� S N{SF�� apigic ! I c' m ,F �fn Jim � � � I�'I MIR $ " F 19 4 a; 3 1 $ MAI a 1 � r m ' It Si 119 a MIME p UM o hm Y Y 84 8'n lip £ n Klqg all I z g INV, 9 CHC � 1 � � 5 Lf v. � c tz ay. � � IleQ o� �V 'g. � mIN 3 I 1: 1 WHIR a N � '• V> $a i 0. j! gall 33 Ail ' nml (L7' w0\ 0gWig tLilia; iA a = a 1^x j8 � A IN x all _� e � 0 P pe v m fn ♦ +1 y1 vp v • Y mHUP x � 111111� 0 2 I � �� �1A i Ag w wig 181 > �. A 5 11 1 +_ 110, Vii 20. 1 M HaA 6Si 8 JOR rt.h� � �••£�> �� � �5 � a�F �i s � 1,2 � � Ai i�� 2> a�� �� � � •' � ��y� oHAM 5 8 �� `Oc sig z H _ N 'dam Ff •�, � jigs Eg O o4J O �f r fps �Fy1 OON {y�@gj(Is T m > Ap Z +yam aF c 9 ;' I =YV = 7g 8 Z FF" - � r _ Hs 121 9 ms �� N O A g I Imp 11 FA I � all, 5 0 Q5� 9 SXR cF figA ' 9`6I 8� u P u� Tn ;'j ���Q{" q INA S ig P € > An5 g _ is 0 i co SFlo0 LhJ <,t o vv X r A m F _ W Ln f g c :5 t1, NA?O 1 sO 2 CA) y ��t�[� g D iR C!1, 1;>>;Y• g v ,. GENERAL NOTES: 1. NERD SURVEY DATE N/A r—C z VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM aF lase a IIORaoNTPL DATUM: NORTH AMERICAN DATUM OF 1983(NAD83) Unlirnit Yourself. \ \Qt, r� i �'� \ 4. SITE CONTROL POINT: CENTER- EXISTING TOWER UmUOE:N 42.646r 285 BILLERICA ROAD LONGITUDE-W-7a0939 THIRD FLOOR \ MAP 107A. Q \ CHELMSFORD, MA / TV MAP 107A, LOT 149-1 T LOT 255 'L \ S. PROPERTY OWNER: BEN Q JOHN FARNUM 01$24 G4 \ 5 \ 397 FARNWI ST _ \ MAP 107A, LOT 149-4 \ \ NORTH ANDOVER,IBA 01845 FAAXX (978) 244-7240 \ ` \ / \ A MAP 107A,\ & 511E NUMBER: E105052JA / i�•f-```OT 253 \ ' \ ` 7. SITE ADDRESS. 5 BOSTON HILL ROAD NORTH ANDOVER.MA 01845 \ \ 8. APPLICANT: METROPCS MASSACHUSETTS,LLC / �aq�q `� ZBS BRIERICA ROAD,THIRD FLOOR MV 9 i O \ CFEUISFORD.MA 01824 \90` y�y \ 9. JURISDICIION: TOWN OF NORTH ANDOVER (3681(�rH Gr6tipE`� OVER ETgSiDJGAPROPOSED CC� \ ` fro r� \ 10. TAX q: MAP'107C Lor: 11 FROM T%JRNPNKE STREET \ \ �ci fid+ 11. D®REFERENCE: BOOK:4909 PAGE 85 14 ` \ MAP 107A. F� 16M OSGOOD STREET / } LOT 42 �'� 12. PUN REFERENCES: TOWN OF NORIA ANDOVER ASSESSORS MAPS K&DING 20 NORTH,SURE 2.101 TEL(978)5 675 5 53 &PLAN REFERENCES AS INDICATED BELOW HANDOVER.MA 01645 FAX:WM 3366550 Y� / EXISTING 6 STORY \ ' 13. ZONING JURISDICTION: VILLAGE RESIDENTIAL CONCRETE BUILDING RE`'LOE�Zy/ \\\\ ` \� ` \\7A / 14. �UNUNDExcRouTE ALL �L�TROUND��tLON�WAS �Mm OR SHALL \ VriCALL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURS MAP 107C, 200'RADIUS VI THE FIELD PRIOR TO ANY SITE WORK. RE510E�p a \ PRIOR TO ANY EXCAVATION ACTIVM:`LOT 68 \ DIC SAFE SYSTEM(MA,ME.NH,R1.Vfj:1-888-344-7233 t CALL BEFORE YOU DIG(Cr):1-800-922-4456i. ./11:1 rLMAP 107C, I ' 15. PROPERTY LRE INFORMATION 6 COMPIJD FROM ASSESSORS PLAN AND RECOR t rLOT 13 \ 3 ,:J1VF�\ DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS RESULT OF A FIELD BOUNDARY SURVEY.AND IS SUBJECT TO CHANGE AS ( 01;%'Nps PROPOSED METROPCS \ / ACCURATE FIELD SURVEY MAY DISCLOSE.A FULL BOUNDARY SURVEY WASuP1 IA EMAPAIEVT IN \\ PERFORMED.M 14'-3"x12'-6'ROOM \ i 16. BEARING SYSTEM OF THIS PUN IS BASED ON TRUE NORTH.TRUE NORIA WAS ESTABUSHED FROM EXISTING PLAN REFERENCE R IS NOT INTENDED TO BE AN200' RADIUS \\ ' EXACT REPRESENTATI N OF TRUE NORTH LEGEND l0N;'..";, WAP: 1070 LOT: II ` ENGINEER/LAND SURVEYOR v, \ \� — — — — PROPERTY LIREIT 15 A VICIATION OF LAW FOR ANY PERSON. BEN h JOHN FARNUM �N uNLE55 RItY ARE AC11NC UNOEIR TIE 1xlaclfoN 367 FARNUM ST oA 1078, - - - - ABUTTING PROPERTY UNE NORM AN100VQT, MA 01813 N \ \ LOT 67 ` 360 OF A PROFESSIONAL ENGINEER. AREA-9.49*ACRES \ EXIST.CONTOUR �-' TO ALTER THIS DOCt1MTNf. X X DOSE.CHAIN LIMO FENCE X X PROP.CHAIN UNK FENCE REVISIONS EXIST.TREE UNE N MAP 1078. -A LOT 60 DOST.STREET LAYOUT 1A� O ----------------_ EXIST.EASEMENT MAP 1078, LOT 62 2 OHw OHw DOSP.OVEREADUTILITIES 3 8/03/0 TRS FI oMwollw PPROP.OVERHEAD UTILITIES TIES ` f- \ \\\ �''/, ✓' UG/E/T EXIST.UNDERGROUND UTILITIESNAL 2 7/17/4f7'. N M( I M OT701 \ 1?J UG/C/T PROP.UNDERGROUND UR 1 UIES 1 {3Q/ FOR C'OAN N EXIST UTILITY POLE IXC 0 06/18 ISSUM FOR REMW \ / ZONING BOUNDARY UNE REV. i DATE R ON MAP 107D. LOT 35 , VILLACERESIDEN17AL ZONING DISTRICT T MAP P 1 83C T / I \ Pftp�f IAb, DYs \ 8Y: As SHOW MAP 1070, `` �� 1 ' SITE NAME: LOT 38 ZONING SUMMARY TABLE ZONING DISTRICT. VLLAGE RESIDENTIAL CLOT.11 BOS0523A PROPOSED USE WIRELESSCOMMUNICATION FACILITY BOSTON HILL ONENSKKI REQUIRED PROPOSED WINIMUIA EQUIPMENT MAP 107D, LOT 36 j / � LOT FRONTAGE 85 Ff 590'3 \ i FRONT YARD SETBMX* 25 Fr 570'7 SITE ADDRESS: i SDE YARD SE78AW 15 Fr 321'3 \ REAR YARD SETBACK• 30 Fr 6rd: NORTH ANDA ER,MA 0D / / \ / / V •DINEIMNS MEASURED FROM THE CLOSEST POINT OF NORTH ANDOVER,MA 01845 EQUIPMENT TD NEAREST LAT LRE DRAWING TITLE: PLOT PLAN F ASSUMED DOSING CORM O ACTUAL nIEL SHOWN. CONDITION C-1 SCALET� ENGINEER MUSE BE E✓FDRMED 1)F ACTUAL FIELD coNpTaN PLOT PLAN O 75 150 300 450 THE CONTNALTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH AFFECT THE CONTRACTOR'S WORK. 1.PLOT PLAN BASED ON TAX MAPS FROM THE TOWN OF NORM ANDOVER ACCO DRAWING NO: 06/19/09'. 2.SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EOUIPLENT TO PROPERTY LINES. 3.SITE SURVEY WAS NOT PFRFORLED BY HUDSON DESIGN GROUP U. ANTENNA ORIENTATION KEY EXISTING WHIP ANTENNAS mVtP . (TYP-) 350" TOP OF EXISTING TOWER SECTOR A °�. 144--0-* (AGL) Uniif Wit Yourself. 285 BILLERICA ROAD t 2 �� THIRD FLOOR 2 A (TOTAL OF 3) ca,F aWNAS CHELMSFORD, MA ES,6Y. ,31-0 3 01824 250" 20" TEL (978) 244-7200 FAX (978) 244-7240 SECTOR C SECTOR B Z\ Hudson D*Mgn Groupac. z 0 1600 OSGOOD STREET BUIUMNO 20 NORTH,SURE 2.101 TEL(978)557.6%3 K ANDOVER MA 01845 FAX:(978)3385586 EXISTING BUILDING T- PROPOSED REMOVE EXIS71INO PROPOSED MEFROPCS EXISTING ANTENNAS EXISTING 60' HIGH TOWER AT&T ANTENNAS AND INSTALL LEASE AREA INSIDE (BY OTHERS) (TYP.) EXISTING BUILDING (TOTAL OF 3) I AT&T SPACE ON (BELOW) METRQPOS ANTENNAS I DECOMMISSIONED TOP OF EXISTING ROOF I C.f'f',i�L0 ACCESS BELOW /7'V-2 THE 3RD FLOOR ELEV. M1-0 A .f� �1 <Z 1 2 178'3 S0.FG ''i�. � y..; . EXISTING SAFETY RAILS AT TOP O e OF ROOF(TYP.) ENGIN OR EXISTING DISH ANTENNA (TYP.) R IS A NOTATION OF LAW FOR ANY PERSON, LKE55 THEY ARE ACTING UNDER THE DITWCTIOi OF A 00066 PROFESSION&ENGINEER, EXISTING 40' HIGH L T 10 ALTER THS ODOWENf TOWER ON THE ROOF -- EXISTING ANTENNAS ® REVISIONS (BY OTHERS) (TYP.) �w E)0571NG WINDOW EXISTING SAFETY LADDER (TYP.) Etl511NC DECOMM6SIONED COAX PORI TO BE RE-USED 3 8/03/09 CON9RUCRON 2 7/17/09 CON 1) FINAL CONTRACTOR TO INSTALL 1 0"'0' 6/30/ $ FORCONSTRUCTION LOCKWX WITH L o/EiEOTwC RROOO FOR. � I ® ;REV. /18/09 ISSUED FOR R IiEW LOCATION 70! COORDINATED DESMPIM WITH LANDLORD. I / I EXISTING I D= AX PRo3Fcr ar ® Q �-.S"Owm ❑ --EXISTING DOCOMLUSSWNED COAX O`• JI TO BE SME NAME: -I LI L -U -J ON -EXISTING ROOF(TYP.) PORT DERMI/JISED D COAX-___, PORT TO 8E RE-USED —� PROPOSED METROPCS LEASE AREA AT&T °C°E1pi10NED EI , BOS0523A El THE 3RD FLOOR A-2 BOSTON HILL EXISTING WINDOW (IYP.) EXISTING STAIRS _ (BELOW) EXISTING MAIN ELECTRIC ROOM ON THE 1ST FLOOR SITE ADDRESS: 5 BOSTON HILL ROAD EXISTING BUILDING NORTH ANDOVER,MA01M aDRAWING TITLE: LEVEL BUILDING GROUND AND LEVA ON ME Nm DRAWING NO: COMPOUND PLAN NOTE SOUTH ELEVATION A_1 srAIE:1 4-1-0 ALL CONSTRUCTION WILL 8E CONTINGENT SGIEt a-t-o A- 1 UPON A STRUCTURAL ANALYSIS. 0 2'-0" 4'-0" W-0" 12'-0" ON THETING MOUNTS AND T SHOWN 0 4'-0"8'-0" Ta'-0" 24'-0" ON THE TOWER ARE NOT SFIOYM FOR CLARRY. RF SYSTEM SCHEDULE metroPCS. EXISTING ANTENNA INFORMATION MAIN FEEDLINE TOP JUMPER BOTTOM JUMPER CEILING HEIGHT M unllimit YQTi1P$w ELEV.=8'-0'V.I.F. SECTOR TYPE AZIMUTHELEcTR RAD CTR, A MAKE MODEL FEED CABLE MFG LENGTH COLOR SIZE LENGTH SIZE LENGTH BOTTOM FXL 1873 OUDSC1)PE 145'* TIED 1 STRIPE 74 6' 1S" 10' 285 BILLERICA ROAD ALPHA Tx/Rx 350' 2' elec — 131'-0"* KATHREIN 800 10504 BOTTOM FXL 1873 Cg1MSCOPE 145'* Rm 2 STRIPES 1<t" 6' 14" 10' THIRD FLOOR BOTTOM FXL 1873 COMMSM 145'* TIMATE 1 SW 1e" 6' 14" 10' CHELMSFORD, MA 4 BETA Tx/Rx 120' 7 elec — 131'-0'* KATHREIN 800 10504 TEL ( )9 8) 2 BOTTOM FXL 1873 C0MMS0JPE 145'* MALE 2 5(RIP6 14` 6' 14 10' 44-7200 BOTTOM FXL 1873 COMYSCOPE 145'* GFIDI 1 SnWE Yt" 6' I<t" 10' FAX (978) 244-7240 — GAMMA Tx/Rx 250' 7 elec 131'-0'* KATHREIN 800 10504 BOTTOM FXL 1873 tb10f=K 145'* GREEN 2 SIRM Yz" 6' 7t" 10' t - GPS - - - 10'* ANDREW GPS-OBW-26N BOTTOM LDF4-50A ANDREW 15'* - - - - I II FlffURE OD L i I M .. \ 11 EXISTING EXTERIOR WALL NUdSQf1 11 DwIGn Gro upac: SECTOR 1 350' EXISTING ELECTRICAL 1600 OSG STREET PANEL ' 4'-Q' BUILDING 20 NORTH,SURE 2.101 TEL(M)557-65M MOD CF11 N.ANDOVER,MA 018x5 FAX:(970)3385580 I EXISTING CABLE TRAY TO PROPOSED ANTENNAS` BE IJTILI2ED ____,— (TYP. OF 3) EXISTING /.,p;r PROPOSED LATTICE / ROPCS EZBFo BATOZI TOWER \ NII _ P. SECTOR 2 = '•,1I EXISTING 2 TON HVAC w, .1 UNIT TO REMAIN SECTOR 3 \ 120 !' C � I 17-T 250' f/ %G ' __�—EXMTING D ENGINEER/LAND SURVEYOR COAX PORT TO BE RE—USED _ EX STING I EXISTING OF LAW FOR EXISTING INTERIOR WALL TELCO COAX PORT UNLESS THEYi R NACRNO UNDER THE DIRECTION PERSSOK PANEL l THRU WALL — ME NORM OF A LICENSED PROFESSIONAL ENG0 % EXISTING DOOR L_zz. OpOSEp ANTENNA MOUNTING PLAN �°""E'L"'S°°D"''�R` (RE-KEY LOCK PER METROPCS A-2 SCALE,WS REVISIONS METROPCS SPECIFICATIONS) COAX RUN HANG CEILING 12'-6' 3 /o3/og—cmmwrioN FINAL NOTES: 2 7/17/09 CMSTRUCTION FINAL TITTLE NOi®1 1. FOR ALL PENETRATIONS SEE DETAILS ON I / / ISSUED FOR CONSTRUCTION EQUIPMENT ROOM PLAN SHEET E-i. o I FOR REAEW q_y SCNE:1 -1-0' 2. EXISTING SMOKE & HEAT DETECTORS SHAM REV. OATS DATE I ON BE TIED INTO EXISTING 0 1'-0" 2'-0' 4'-0' 6'-O' 7;�Fr FIRE ALARM SYSTEM AND METROPCS cavo Am NETWORK OPERATION CENTER $TIE NAME: PROPOSED 54.1'x6.1'x2.7'PANEL ANTENNA W/DOWNTILT ME ROM BRACKET AM PIPE CLAMPS BOS0523A BATTERY CALIINET: (28M-Wx28.74-W9.lrN) BOSTON HILL PROPOSED METROPCS MDOCELL OUTDOOR CABINET: (35.4'tW7.8'Ox72.49h FUTURE METROPCS GROWTH SITE ADDRESS: MODCELL CABINET: (35.4Wx37.8"Dx72.4'H) GPS 5 BOSTON HILL ROAD ANTENNA DIMENSIONS: NORTH ANDOVER,MA 01845 I DRAWING TITLE: ANTENNA MOUNTING& EQUIPMENT ROOM PLANS, SCHEDULES&DETAILS GPS AND ANTENNA DETAIL A-2 SCAtE NM DRAWING NO: 2 EQUIPMENT LAYOUT PLAN A-2 q_y SCNE:NPS PACKING MATERIAL- MIN 1-1/2 M. TH*FF S OF ONE 2.4 SCHEDULE 40 PVC PIPE ELECTRICAL AND GROUNDING NOTES MIN 8 pcf MINERAL WOOL BATF INSUFIRMLY TO BE CENTERED WITHIN FIRESTOP y�-�4�y PACKED INTO OPENING AS A PERMANRM. SYSTEM. A NOM. ANNULAR SPACE 1. ALL ELECTRICAL WORK Stall CONFORM TO THE REQUIREMENTS OF THE NATIONAL 12.GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, BONDING i "n,� s. PACKING MATERIAL TO BE RECESSED TOP OF 5/16• IS REQUIRED WITHIN THE ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES. AND LIGHTNING PROTECTION SHALL BE DONE IN ACCORDANCE WITH PROJECT OWNER'S j{ j' SURFACE OF FLOOR OR FROM BOTH ES OF FIRESTOP SYSTEM PIPE SHALL BE BTS SITE GROUNDING STANDARDS. �.�+ .. WALL AS REQUIRED TO ACCOMMODATERIGIDLY SUPPORTED ON BOTH SIDES 2. ALL IFIL ELECTRICAL HEMS SEAL BE U.L APPROVED OR LISTED AND PROCURED PER REQUIRED THICKNESS OF FILL MATERIOF W R EMBLY SPECIFICATION RFAUIRDAFINTS. 13.GROUND COAXIALGROUNDING CABLE BREEDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX t CABLE GROUNDING KfTS. Ui{11t'kTJIi�Y9><lI� 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS aAND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND 14.USE/6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE APPROVED ELECTRICAL SYSTEM. GROUNDING UNLESS OTHERWISE SPECIFIED)AND i2 SOLID TINNED BARE COPPER WIRE 285 BILLERICA ROAD .a.• FOR BELOW RADE GROUNDING AS INDICATED ON lEg DRAWING. THIRD FLOOR GROUT ALL VOIDS 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS.AND IS RESPONSIBLE FORCHElJY1SFORD, MA AROUND SLEEVES OBTAINING SAD PERMITS MED COORDINATION OF INSPECTIONS. 15.ALL GROUND CONNECTIONS TO BE SURNDY HYGROUND COMPRESSION TYPE CONNECTORS • OR CADWELD EXOTHERMIC WELD. 00 NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT 01824 eSEALANT 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL WITH GALVANIZED STEEL TEL (978) 244-7200 WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC (ASPERMITTED BY CO AND WHERE REQUIRED BN LIQUID TIGHT FLDOBLE META.OR 16.ROUTE GROUNDING CONDUCTORS ALONG TIE SHORTEST AND STRAIGHTEST PATH POSSIBLE, FAX (978) 244-7240 Fl VOID OR AVTY MATERIAL _ NONMETALLIC TS. EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BEM AT RIGHT MIN 2 in. THICKNESS OF FILL MATERILIED - ANGLE ALWAYS MAKE AT LEAST /2-RADIUS BENDS. /6 WIRE CAN BE BENT AT 6- WITHIN ANNULUS, FLUSH WITH THE TFACE OF 6. BURNED CONDUIT SHALL BE SCHEDULE 40 PVC. RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. FLOOR OR WITH BOTH SURFACES OF 7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHMV,1HWN, OR THIN INSULATION. CONDUIT 17.CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION SPECIFIED TECHNOLOGIES INC: 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. SPECSEAL SERIES SSS SEALANT OR NOTE; POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. Hudson SPECSEAL L.CI SEALANT. UL SYSTEM NUMBER: C-AJ-2057 CORE HOLE 1 1 2_ LARGER THAN PROVIDE FULL LENGTH PULL RCPT. COORDINATE INSTALLATION WITH UTILITY COMPANY. 18.APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS. ±*3 THE DIAMETER OF THE CONDUIT. Design GroupET1x: F RATING - 2 HR. CORE DRILLS TO BE SEALED WITH 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE SYSTEM ONE UTILITY DEMARCATION POINT AND 19.CONTRACTOR SHALL TEST COMPLETED GROUND STEM AND RECORD RESULTS FOR ELASTOMERIC SEALANT. PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS PROJECT CLOW-OUT DOCUMENTATION. 5 OHMS MINIMUM RESISTANCE REQUIRED. 4v PVC CONDUIT PENETRATION DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 20.CONTRACTOR SHALL L CONDUCT ANTENNA, COAX,AND LNA RETURN-LOSS AND DISTANCE- TO-FAULT MEASUREMENTS (SWEEP TESTS)AND RECORD RESULTS FOR PROJECT CLOSE OUT. 16000SGOODSTREET 10.ABOVE GROUND PORTION OF CONDUIT BETWEEN NETS AND PROJECT BUILDING 20 NORTH,SUITE 2-101 TEL ISM 55765M PACKING MATERIAL: MIN. i In. THICKNESS OFATTACH PER PIPE AND CONDUIT PENETRATION OWNER'S CELL SITE PPC SHALL BE SCHEDULE 40 PVC CONDUIT. 21.PROPOSED HUBBBBEL G2-EARS�OMIXTUREE AND 60 MIN.TIMER LIGHT INSWEMA Ams ENCLOSURES. KANDOVER,MAOIS45 FAX.1978)33665M MIN. 3.5 pef FIBERGLASS INSULATIONSHALL BE DETAIL IN NON-RATED PARTITION 11.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. WRAPPED AROUND THE THROUGH-PENETRANT AND SECURED TOGETHER BY MEANS OF N0. 24 AWG STEEL TIE WIRE. PACKING MATERIAL SHALL BE CENTERED AT MID-DEPTH OF OPENING AND ()F ?,q 4 RECESSED FROM BOTH SURFACES OF WALL q..��•' I T.Sa'r ELECTRICAL LEGEND ASSEMBLY REQUIRED TO ACCOMMODATE THE ONE 2.0 METALLIC PIPE OR CONDUIT REQUIRED THICKNESS OF FILL MATERIAL TO BE CENTERED WITHIN FlRESTOP �F _ SYSTEM. PIPE SHALL BE NEW PANEL BOARD,SURFACE MOINIED A AMPERE I CL ' 2.... 1'T LIES K '+rf RIGIDLY SUPPORTED ON BOTH SIDES V VOLT T IN HR OF WALL,/FLOOR ASSEMBLY ® EXISINC PANEL BOCCI,SURFACE MOUNTED KC OONDUKNJOWTT-HOUR NI3 S, FELL H SM 5L' W SQUARE 0.TYPE 00 22.000 ALC. DRY TYPE 1RANSFORLIDR 14 r SQUARE D.TYPE 0 202-,2P MAN PANEL SCHEDULE NEMA I T] METER R G&VA T POT A 7 4 4, M M ND LRC GALVAHffD PoGLD CONDUIT ^. E �NO I �L CROBT BIEAIV G GROUND 0 ASSOASIX5, MIN 5/8 in. lt#WWSS OF N04-R IE 06COMNECII 1R01kB1 UR1^AL3%M{?F WALL ACOS FLk OAA LAI.TO ( OESCWPTION AAP AMP DESCPoPIION C� SYATCK MOUN70 54•A.F.F. MOB L�/, ,'.C I t_ti;r•?l�� cmArnom BE '1�OUCH"SHAT IA MIN 3/5 in. CROWN IS 1 20 LIGHT FIXTURE 2 mp RISIBLE BSCONMECT SUM MOUNIED 54•AFF. MIS • ����� CONNECTION FORMED; 0 O MOD CELL/1 100 TRANS?:IT VMTAGE SURGE SUPPRE550R 1411 �LAPP�.1 R'. BEYOND THr L? TTIE'.. 3 - SPARE 4 ® SULT�R FUSES,SURFACE MOUNTED O • GROUM C BAR ENGINEER/LAND SURVEYOR 5 - SPARE 6 GIRD!QUIET,SU3ACE MWNIED, -O- ( EO('PBt WOE,S9E AS NOTED SPFCIFIFO TECHNOLOGIES INC, UL SYSTEM NUMBER: W-L-1029 MOD CELL/2(FUTURE) 100 ® 20 RIPS,125 VOLTS,SINGLE PHASE EXPOSED W13aG R 5 A vplAlgN( LAW FOR ANY PERSON, JO OVIION BOC SURFACE MONIED I6•AFF. LOAM CABLE UNLESS 71EY ARE ACTING UNDER THE DIRECTION SPECSEAL SERIES SSS S SPARE 6 OF A Llt�PROFESSIONAL DIGNEER SPECSEAL LCI SEALANT OR SPECSEAL Pura. F RATING - 1 & 2 HR. 9 - SPARE 10 Q 5/B•1m'COPPER GLAD STAINLESS SBL raOMxRo TROD tD��THIS OOCUMFM. PIPE AND CONDUIT PENETRATION „ SPARE 20 - SPATE 12 IDI' m 9wNs ) 0 •DmTNLRMID(CAD EBD)OR 0 TYPE) DETAIL IN GYPSUM WALLBOARD 13 _ SPARE t4 WE TITRES,MINS►+2p0 41/IOG N 3/4• S,,� 20 CONDUIT U.C.N. PPC Po„ER POEM CABINET REVISIONS MAX D MAXIMUM MAXIMUM ANNULAR FORMING MINIMUM F T WM OF 15 SPARE 16 A.F.F. ABOVE F14M FLOORPIPE MAX SPACE MATERIAL MINIMUM RATING RATING WALL HR THROUGH PENETRANT M. T RATING HR 17 10 TELCO FAN 16 UAK UNLESS OTIERLTE NOTED OIR4-O CIKK7AL ELECTRONIC MARKER SYSTEM(EMS)BALL X DIAMETER (in.) THICKNESS THICKNESS(HOURS) (HOURS) 19 SURGE SUPP� 15 OR RECEPTACLE 20 NP 11EXINERPROOF (SIL) (in.) (in.) _i IFI tXtORO FAULT LVIERI41P1EA 1-1/2 - 2-1/8 2-1/2 2 3 1 2 - 3 60/ CONSTRUCTION FINAL 6 4 338 T O 3-1/2 1 3 0 135 ,5; 2 7/17jCs k�t�R� C FI THE HOURLY F RATING OF THE FIREMTOP SYSTEM IS 70.(X7 BOARD 6 4 3/8 TO 2-1/2 2 3 0 EQUAL TO THE HOURLY FIRE RATING OF THE WALL PROPOSED 24 TWISTED PAIR,#24 AWG IN 2•FLEXIBLE CONDUIT 1 06/30/09ESUED FOR CONSTRUCTION ASSEMBLY IN WHICH IT IS INSTALLED. CONCRETE FLOOR OR WALL ASSEMBLY, MINIMUM 4-1/2 in. STEEL SLEEVE 7HROLIGH PENETRANTS: ONE 2'0 NONMETALLIC PIPE, a P OPOG ELECTRICAL PANEL 0 /TRU F 'W THICKNESS FLOOR/ MINIMUM 6-1/2 in. WALL (0 CONDUIT OR RACEWAY TO BE CENTERED WITHIN THE . PROPS BIS CA8WET5 FlRESTOP SYSTEM. A NOM ANNULAR SPACE OF REV. 0 PROPOSED 2/2 AWG k 2/6 AWG IN 2•FLEXIBLE CONDUIT FOR PRIMARY HES. TYPES OR TYPES<: 5/16 In. IS REQUIRED WITHIN THE FlRESTOP PROJDCT r4i Mv: MINIMUM THICKNESS OF SEALANT AS SYSTEM. PIPE, CONDUIT OR RACEWAY TO BE • EXITING LIGHTS SPECIFIED IN THE TABLE BELOW, APPLIED RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR TO(E)SEANCE(SEE POla A6FR) 7V55 WITHIN THE OPENING, FLUSH WITH THE OR WALL ASSEMBLY. TOP SURFACE OF THE FLOOR OR BOTH :? •a ETI VOID OR .eVITY MATERIAL- c el eNry 240Y.W.3W 1NNIlAL BYPASS LE1DR GFCI OUTLET OF THE WALL MANILA,TRANSFER SKM , SITE NAME: MIN 5/8 In. THICKNESS OF FILL MATERIAL APPLIED FORMING MATERIAL, : == WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF MINERAL WOOL INSULATION - -' WALL ADDITIONAL FILL MATERIAL TO BE INSTALLED PPC _ EQUIPMENT(MINIMUM 4.0 pcf) FIRMLY PACKED INTO SUCH THAT A MIN 1/4 in.THICK CROWN IS FORMED THE OPENING AS A PERMANENT FORM; AROUND THE PENETRATING TEM AND LAPPING 1 Ln. g BOS0523A SEE TABLE FOR MINIMUM REQUIRED BEYOND THE PERIPHERY OF THE OPENING. 20OA-2P THICKNESS SPECIFIED TECHNOLOGIES INC: M DCELL BOSTON HILL 3 5 MFT I1IC PIPE: SPECSEAL SERIES SSS SEALANT. a �'A'"S' STEEL PIPE: 6"0 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL..PIPE. SPECSEAL LCI SEALANT. I I OR M 4.08 CONDUIT: 4.0 (OR SMALLER) ELECTRICAL METALLIC TUBING (FIA77 15A-iP __. OR 6.0 RIGID STEEL CONDUIT. (3)/Z/0 8 (1)f2/OG I 10A-iP To.co FAN B 7 UL SYSTEM NUMBER: C-AJ-1020 UL SYSTEM NUMBER: W-L-2093 GENERMOR RECEPTACLE-/"' ECEPTACLE IOOA-� T I + SITE ADDRESS: F RATING - 3 HR. F RATING - i & 2 HR. I 5 BOSTON HILL ROAD PIPE AND CONDUIT PENETRATION PVC CONDUIT PENETRATION t00"-'P NOITTHANDOVERMA01845 DETAIL IN CONCRETE OR MASONRY DETAIL IN GYPSUM WALLBOARD I 2OA-IP FUTURE 2 (3)i1 a(1)/2G N 211C MODCBL 4 DRAWING TmE: L_._: __ 4.08 PENETRATION DETAILS SERVICE GROUND PER NEc UKT FIXTURE 1EUSING SERVICES E-1 SCALE NTS _ SEE NOTE 19 � ONE-UNE DIAGRAM, e RISER,AND DETAILS ALL CORES THROUGH ELECTRIC z ONE-LINE DIAGRAM POWER[TELCO RISER DIAGRAM ROOMS TO BE FIRE-STOPPED. E_1 SCAT:NIS SCAM*u NTS DRAWING N0: USE FULL CONDUIT RUNS THROUGH PENETRATIONS E- 1 1. 00 NOT INSTALL CABLE GROUND TO LOT N A BFUD AND ALWAYS � ��. omECT GROUND WIRE DOWN TO NRotMD BAR '...",f! 2. GROUNDING KIT SHALL BE 1YPE AND PART NUMBER AS SUPPLED OR RECOMMENDED BY CABLE MANUFACTURER. Un limit Yourself. ANTENNA ANDREW UGBIOR 3. WEATHER PROOFING SHAL BE TWO-PART TAPE SUPPLED WITH PPORT KIT.Can SMW SMALL NOT BE USED. 285 BILLERICA ROAD PIPE ANTIiNNALpUNT CROIAD THIRD FLOOR ANTENNA� OF T PER CHELMSFORD, MA CROU DING 2 1/2.0 MAX Ir TO 24' 01824 SE7CfOR TT7TAL OF 3) ANTENNA t2tWNDONC MRS (D TEL (978) 244-7200 (U.O.N SEE PLAN) SUPPORT ® ANTENNA CABLE FAX (978) 244-7240 TEELm m \\ ®9 – TO EQUIPMENT COAXIAL CABLE G `CADWELD WVM�NG-#6G / GPS (�NDE 3) Hudson CABLE G ANTENNA TO GROUNDING fNCD CABLE GROUND LOT Design 6tOUp1:r_ GROUNDING KR (L�'�EGB) #6 AWG G— "RE(GROU5UNDEDTO D COPPER GROUND ±*DG G EGB (SEE NOTE 1&2) 18000SGOOD STREET BUILDING 20 NORTH,SUITE 2-101 TEL(978)557-6563 N.ANDOVER,MA 01045 FAX:(978)3385508 #6G G -CADWELD �EQUIPMENT GROUND BAR(EGB) �CONNECTION OF CABLE GROUND KIT G COAX PORT/ E-2 SCALE'NTS ENTRY HOOD E-z TO ANTENNA CABLE oto li... :yfn AS NECESSARY 2G FROM EGO(WHEN SHOWN ON SCALE:NLS ANTENNA LEVEL GROUNDING RISER DPDRAM) ....lF. SPARE m �6 AWG FROM ANTENNA TO GROUNDING KITS ® CABLE GROUND KIT CABLE GROUNDING .\\�<i COAX PORT/ KIT (TYP OF 12) �4S'r'•. ENTRY HOOD #2G AWG INSULATED CABLE TRAY SECTIONS TO BE GROUND BAR ON WALL.FLOOR GROUNDING HALO (ATTACH W/ BONDED ON BOTH SIDES m e OR ON ANTENNA TOWER iNON-METALIC HANGERS) WITH #6G (INSULATED) ENGINEER/LAND SURVEYOR UGHTS CABLE GROUNDING KR (TYP) R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION c c c ® COWE7D lO ALTER 7HS OOCUMEM. G Q O O O O O O O Q G;4- REVISIONS G G O EGB TO C12011ND RNNC CABLE TRAY MG8 CADWELD AT GROUND ROD —#6G COAXIAL O 2G ANDREW UGBXIT OR EQUAL WITH HOLE C C CABLE PATTERN AND STANDOFF INSULATORS AND MOUNTING BRAMIS AS SHOWN EXOTERWC WELD TO BE USED WITH GCADWELD #2 AWG BCW TO BUILDING SER. #zG TO GROUND RING OR GROUND RINGG AT 3 8f0/ � FAL BTS GROUND ROD #-GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES GATE FRAME/ UNIT EXISTING WATER SHALL ONLY USE E3(ODERMIC WELDS. 2 7/17/09 CCWSMWIION FINAL GATE GROUNDING (TYP•) JUMPER CAPpc IPT:E"E BINET MAIN T / /' FOR u EQFOR REMEW UIPMENT ROOM MASTER GROUND BAR(MGB) s INSTALLATION OF GROUND WIRE EREV. /a ° E—z SCALE*NIS E-z TO GROUND BAR OM E DESCR SCALE:NTS PRam NO, ame UY; OWN ft AS SHORN CONDUIT SIZE As aecea AN: WA SHOWN ON DWG INSULATED GROUDUNG SETS NAME: BUSHING O-2 GEDNLY TYPE mw Sm TO SUIT BOS0523A T GROUNDING RISER DIAGRAM r6 AWG SOW T�OR STRANDED BOSTON HILL E-2 SCALE NIS #2/0 AWG GREEN INSULATED a' #2/0 AWG OW FSUATED TWO NIOIE S'IRAK2IT TONGUE T 8 EI SITE ADDRESS: ORD LUG SEE TO SUIT 5 BOSTON HILL ROAD NORTH ANDOVER,MA 01845 GROUND BAR a` DRAWING TITLE: a GROUNDING DETAILS 5.�, DUTY WATER PIPE GROUND IXAMP BURNDY TYPE NSNT/NHNT OR MAX. GAR-710 SILO=TO SUR WATER MAIN GROUNDING DRAWING NO: E-2 SCAN:NTS E-2 s etcs. Unlirn t You melf. et 285 BILLERICA ROAD THRD FLOOR use CHELMSFORD, MA 01824 Unlim"I41111111,AV ur;*IL TEL (978) 244-7200 FAX (978) 244-7240 Hudson BOS0523A Design Group= 0' BOSTON HILL i6OOOSGOWSTREEr BIN,DFJ020 NORRi,SUIIE&,Ot 1Fi:(978)557853 N.ANDOVK MA01845 FpX 8385558 5 BOSTON HILL ROAD NORTH ANDOVER, MA 01845 ESSEX COUNTY � -,r•N!ELAL fit•' SITE TYPE: COLOCATION ON EXISTING LATTICE TOWER S,„ Sf(;ryk ENGINEER/LAND SURVEYOR SITE INFORMATION: VICINITY MAP APPROVALS R A VIOLATION ARE MI G DE ANY PERSON, UNLESS THEY ARE ACIINO UNDER THE OIRECIpN OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. PROPERTY OWNER: BEN&JOHN FARNUM SCALE.NTS LANDLORD: 397 FARNUM ST REVISIONS NORTH ANDOVER,MA 01845 FIELD CONST.MGR: TOWER OWNER: BEN&JOHN FARNUM 397 FARNUM ST RF ENGINEER: NORTH ANDOVER,MA 01845 SITE ACQUISITION AGENT: APPLICANT: METROPOS MASSACHUSETTS,LLC 285 BILLERICA ROAD ARCHITECT/ENGINEER: 3 103 0 ON FINAL ea 4 CHELMSFORD,MA 01824 sf 2 1/7 1'R FINAL (978)244-MW SHEET INDEX , IN/30/09PSSUM FOR CONSTRUCWN SITE ADDRESS: 5 BOSTON HILL ROAD EREV. /18/ �DC�SZPVTVON� NORTH ANDOVER,MA 01845 DWG. DESCRIPTION REV. REVEW COUNTY: ESSEX fOAS LATITUDE: N 42.6461° T-1 TITLE SHEET 3 PROJECE 'i Rta GN•1 GENERAL NOTES 3 LONGITUDE: W•71.0939 OP �.SHOW ZONING CLASSIFICATION: VILLAGE RESIDENTIAL SITE PO Rpo C 1 PLOT PLAN 3 : VAN ZONING JURISDICTION: TOWN OF NORTH ANDOVER i ON HAW ,)• A-1 BUILDING PLAN AND ELEVATION 3 SITE NAME: A-2 ANTENNA MOUNTING&EQUIPMENT ROOM PLANS,SCHEDULES&DETAILS 3 TAX ID PARCEL NUMBER: MAP 107C LOT I i ARCHITECT/ENGINEER: HUDSON DESIGN GROUP LLC E-1 E-2 GROUNDING ONE-UNE DIAGRAM,RISER,AND DETAILS 3 GRO 160OOSGOODSTREET UNDING DETAILS 3 BOS0523A BUILDING 20 NORTH,SUITE 2-101 N N.ANDOVER,MA01845 BOSTON HILL POWER COMPANY: NATIONAL GRID S` 25 RESEARCH DRIVE m �� WESTBOROUGH,MA 01582 (0389-2000 DO NOT SCALE DRAWINGS TELEPHONE COMPANY: VERIZON SITE ADDRESS: 170 FRANKLIN STREET CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE 5 BOSTON HILL ROAD BOSTON,MA 02107 AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES NORTH ANDOVER,MA 01845 (800)941-9900 BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME SITE ACQUISITION MANAGER: KEWE DUNN DRAWING TITLE: (978)2447200 CONSTRUCTION MANAGER: DAVE BEAN PROJECT DESCRIPTION (978)2447200 TITLE SHEET OPS CONTACT: MIKEWILBANKS DRIVING DIRECTIONS 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE (978)244-7280 TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. START OUT GOING SOUTHEAST ON BILLERICA RD TOWARD ELLIOTT ST.0.6 MI MERGE ONTO US-3 N VIA THE RAMP ON THE LEFT TOWARD 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. LOWELL/N CHELMSFORD.0.7 MI KEEP RIGHT TO TAKE LOWELL CONN N VIA EXIT 30 A-B TOWARD W95 N/LAWRENCE 0.6 MI MERGE ONTO 1-495 N 3. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. DRAWING N0: VIA EXIT 30A-B TOWARD LAWRENCE 10.6 MI TAKE THE RT-114 E EXIT,EXIT 42A,TOWARD MIDDL.ETON.0.3 MI MERGE ONTO MA-1/4/SALEM 4. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. TURNPIKE.3.8 MI END AT 1370 TURNPIKE ST NORTH ANDOVER,MA 01845. 5. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. 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VELD SURVEY DATE: N/A � �["'""'>E/r'1("�•�s. \`� \\ ' 2 VERTICAL OATAA: (NORTH A,£ftICAN VERTICAL DATUM OF tees ({—•+( f,�`,~"`,j c UnIhn t Yourself. � �� 3. HORIZONTAL DAVM: NORTH AMERICAN DATUM OF 1983(NA083) \ 4. SIZE CONTROL PONT: CENTER OF EODSRNG TOMER LATITUDE:H 12a46r 285 BILLERICA ROAD LONGITUDE W-70.0939' THIRD FLOOR �` MAP 107A / \ CHELMSFORD. MA / MAP 707A, LOT 749-1 I• LOT 255 '� \ 5. PROPERTY OWNER: TEN R JINN FARNIM 01824 G \ S 397 FARNUM ST _ 7200 MAP 107A, LAT 149-4 NORTH ANDOVER,W 01815 TEL (978)FAX (978) 244-7240 / /�` MAP 107A,\ / \ 6. SITE NIIMGM BOS0523A / LOT 253 \ 6 \ ` 7. SITE ADDRESS: pOH•ROAD W 01e45 NORTH" �/ ` \ B. APPLICANT. MEMOPCS MASSACHUSETTS,LLC o� " 1 ,a ` \ WROAADI THIRD FLOOR Hudson 4 Zz_ \90` y� \ 9. JURISDICTION: TOWN OF NORTH ANDOVER Dt9elyEt p"p �' /00�0' RCC6Gto. TAx TD: MAP:to7c L.OF. tt FROM IURNPN�STREET ` ` \ . c� 11. DEED REFERENCE, BOOK:4909 PAGE:85 .o \ ASAP 107A, FLP 160005G00D STREET 4- 1:`-1- I LOT 42 �'!e 12. PLAN REFERENCES: TOWN OF NORTH ANDOVER ASSESSORS MMS BUILDING 20 NORTH,SUITE 2.101 TEL.-(978)5575553 `yy Y 3 PIAN REFERENCES AS INDICATED BELOW N.ANDOVER,W 01895 FAx(878)3365588 20'1 ` / C". / \ EXISTING 6 STORY \ ` / 13. ZONING JURISDICTION: VILLAGE RESIDENTIAL CONCRETE BUILDING RE$IO�ZL' \\\\ ` \` \\7A 11. ALL ND UTILITY IWORMA71ON WAS DETERMINED FROM SURFACE NVESUTIGA�NWLOCATE ALL DERGROUND UR PLANS N EHE FRD,THE C T R S LL/ CALL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURSMAP 107C, lUSE$j0a // PRIOR TO ANY EXCAVATION ACTMTY.LOT 68 \` DIG SAFE SYSTEM(Mk ME,NIR,RI,VT):1-888-314-7233s/ CALL BEFORE YOU DIG 1-800-922-1155 MAP 107C, � 3 � \ 15. PROPERTY INRE NFORW710N IS COMPSFD FROM ASSESSORS PUN MOO RECOR T� �;y?(R ''LOT 13 \ DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS ..:�RESULT OF A FIELD BOUNDARY SURVEY,AND IS SUBJECT TO CHANGE AS\ ACCURATE FEED SURVEY WY DISCLOSE A FILL BOUNDARY SURVEY WASEQUIPMENT IN \\ PERFORMED. j J G.4J 114•-3'x12'-8'ROOM // 16. BDJMG SYSTEM OF THIS PLAN IS BASED ON TRUE NORM.TRUE NORTH WASfJ� EpTip1 / ESTABLISHED FROM DOSTING PLAN REFERENCE TIS NOT INTENDED TO BE ANREg10 \ -200' RADIUS \\ EXACT REPRESBNrATION OF TRUE NORM. v!\LEGENDENGINEER/LAND SURVEYOR MAP: 107C LAIN 17 \ PROPERTY LIHE:'�, BEN 7 JOHN FASNUMABUMNG PROPERTY UNE UNLESS THEY ARE ACTNG UNDER THE OFM=N 397 FARNUM 5T om 678. - - - - WRITH ANDOVETL MA 01843 ` \ ` LOT 67 ` 360 DEIST.CONTOUR OF A LICENSED PROFESSIONAL ERGNNEM \ ARFJ1m 9.491 ACRES ` N X X DOST.CHIN UM FENCE TO ALM THIS DOCUMENT. \ // X X PROP,CHAIN LINK FENCE REVISIONS ` 1�* EXIST.TREE UNE MAP 1078, LOT 60 DOST.STREET LAYOUT 742 _ O _---------------- EXIST.EASEMENT / MAP 1076. LOT 62 Z OHw OHw DOST.OVERHEAD UTILITIES 3 8/03/0. jY. IMUMON FINAL, OR oNw OHW PROP.UNDER D UTILITIES2 7/17/0 CONSTRM"uG/E/T EXIST.UNOERGRWND U1L1IE5 MAP 1078, \ \13 1 UG/¢/r PROP.UNDERGROUND UTILITIES 1 / / 1 LOT 71 _-A m\ �� EXIST.UTILITY POLE!xXX 006/18/09 ISSUED FOR RMV ZONING BOUNDARY LIRE REV. # RIE DEMMION MAP 1070. LOT 35 , 117LLAGERESIDENTL4L ZONING DISTRICT PRMM N1 IY 00 WAX' MAP 107C. /i I LOT 83 1 f 1 \ DwAw W, 00 AS SHOM 1 1 \ 1 \ Omxv 07. am 1 � MAP 107c, ` Ki V \ SITE NAME, LOT 38 jZONING SUMMARY TABLE ZONING oT9TRIDr: VILLAGE RESIDENTIAL BOS0523A ASSMSORS MAP: FAC PROPOSED USE: WKP: 107C LOT: 1CATHIIFACILITY�M� BOSTON HILL MAP TOED, LOT 36 IDT FRONTAGE 85 FT 590.1 FROM YARD SEIBACX• 25 FT 570'1 SFTE ADDRESS: SDE YARD SETTIA • 15 FT 321'1 5 BOSTON HILL ROAD REAR YARD SETBADK• 30 Fr 62•t \`—/\ \/ // \ / \ •DrAEH9oN5 NORTH ANDOVER,MA 01845 MEASLNRED FROM THE CLOSEST POINT OF EOUIPLENf TO NPAREST LOT UNE DRAWING TITLE: PLOT PLAN IF ASSUMED DOSING C_t � TCONDITIONDIFFERS THAN SHOWN. �_15ENGINEER MUST E INFORMED OF ACTUAL FIELD CONDITION PLOT PLAN 0 75 150 300 450 TIE CONTRACTOR SH41I1 YERkY ALL DIMENSIONS AND r E EVATKNS WHICH AFFECT THE CONTRACTOR'S WORK. 1.PLOT PUN LEASED ON TAX MAPS FROM THE TOWN OF NORM ANDOVER ACCESSED DRAWING NO: 06/19/09'. 2.SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EWIPIENT TO PROPERTY LIES. 3,SITE SURVEY WAS NOT PERFORMED BY HUDSON DESIGN GROUP LLC. ANTENNA ORIENTATION KEY EXISTING WHIP ANTENNAS metri Jp "s• 350' TM.o 4EXI0}GOWER UT111!1TI1111ME Yoursetf. SECTOR A XW ANTENNAS AND 285 8 LLERICA ROAD 1 2TROPa ANTENNAS THIRD FLOOR A- (TOTAL OF 3) 9r CHELMSFORD, MA FS,EV. 1311-0:t*(AACCUU 01824 250 20' TEL (978) 244-7200 FAX (978) 244-7240 SECTOR C SECTOR B Z� Hudson D*sWn Group w Z� 1600 OSGOOD STREET Z\ BUDDING 20 NORTH,SUITE 2-101 TEL CM)5575553 N ANDOVER,MA 01845 FAX:(878)3985586 EXISTING BUILDING I `Y; 3F PROPOSED REMOVE DOSMING I PROPOSED METROPCS EXISTING ANTENNAS EXISTING 60' HIGH TOWER 7 Ll f` { AT&T ANTENNAS AND INSTALL (EASE AREA INSIDE (BY OTHERS) (TYP.) EXISTING BUILDING METROPCS ANTENNAS 7 (TOTAL OF 3) I AT&T SPACE ON ^ ACCESS (BELOW) CDAIMISSIONED TOP OF EXISTING ROOF �\` THE 3RD FLOOR ELEv. a-o AGL lJ. Z- 1 A-2 178'*SO. FT. EXISTING SAFETY RAILS AT TOP 1 OF ROOF(TYP.) O O I A-2 I ENGIN OR EXISTING DISH ANTENNA(TYP.) If IS A VIOLATION OF LAW FOR ANY PERSON, * uNLESs THEY ARE ACTINO UNDER THE DIRE=" q OFA LICENSEE PROFSSION&ENGINEER, EXISTING 40' HIGH----, L * lb ALTER THIS DOCUMENT TOWER ON THE ROOF EXISTING ANTENNAS REVISIONS (BY OTHERS) (TYP.) �l ® p EXISTING WINDOW _ (TYP_) EXISTING SAFETY LADDER COAX PORT TO REQ-USED 3 8/03 t N H 7 7CONSTRUCTION FIN AL2 CONTRACTOR TO INSTALL-/l 06/30/09 SSUED FOR CONSTRUCTION LOCKBOX WITH KEYS FOR I ® 0 06/18/09 ISSUED REVIEW ECT ROOM. MON 7O 8E COORDINATED a REV. DATE MTM LANDLORD. I L / ILLI I ( EXISTING\ ROOF � E>a5I1NC DECOMMISSIONED COAX TO BE REUSED SITE NAME: LI L -U J DUSTING SAFETY RAILS EXISTING DECOMMISSIONED COAX ---/// ON THE ROOF(NTO PORT K�E-411S� PROPOSED METROPCS LEASE AREA COM BOS0523A ❑ I THE 3RD FLOOR e BOSTON HILL EXISTING WINDOW (TYP.) EXISTINGSTAIRS L -J (BELOW) EXISTING MAIN ELECTRIC ROOM ® —_ ON THE 1ST FLOOR SITE ADDRESS: 5 BOSTON HILL ROAD EXISTING BUILDING NORTH ANDOVER,MA01845 ❑ DRAWING TILE: BUILDING PLAN GROUND LEVEL AND ELEVATION ELEV. 0'-O'(AGL) ME RORTII 1 DRAWING No: COMPOUND PLAN NOTE- SOUTH ELEVATION A_1 xAIE, 1 4-1-0 ALL CONSTRUCTION WILL BE CONTINGENT h1 5 1 e-7-O Tniiiiiiiiia UPON A STRUCTURAL.ANALYSIS. ExaTING MOUNTS AND ANTENNAD A- 1 0 2'-0"4'-0' 8'-0" 12'-0' 0 4'-0'8'-0" 16'-0' 24'-0" ON THE TOWER ARE NOT SHOWN FOR CLAM. RF SYSTEM SCHEDULE me ��� EXISTING ANTENNA INFORMATION MAIN FEEDUNE TOP JUMPER BOTTOM JUMPER �,■ y *� CEILING dGHT ELECTRICALM UTf1ItT"dt YOT�Ir"If. Dpwilail IT ELEV.=B'-0"v.I.F. SECTOR TYPE AZIMUTH RAD CTR, AG MAKE MODEL FEED CABLE MFG LENGTH COLOR SIZE LENGTH SIZE LENGTH BOTTOM FXL 1873 SPE 145'* FED i SIPoPE }4' 6' Yi" 10' 285 BILLERICA ROAD �T ALPHA Tx/Rx 350 T elec - 131'-0'* KATHREIN 800 10504 BOTTOM FXL 1873 OMNSM 145'* RED 2 SIfM 7Ai' 6' Xi" 10' THIRD FLOOR BOTTOM FXL 1873 CAIIMSCOPE 145'* ExIIE 1 SM 6' 7f� 10' CHELMSFORD, MA 01824 SETA Tx/Rz 120 Z elec - 131'-0•* KATHREIN 800 10504 BOTTOM FXL 1873 COLIMX0K 145'* BUIE 2 SIWB )4" 6' 14" 10' TEL (978) 244-7200 BOTTOM FXL 1873 00MI SM11 145* GRLFN 1 S[WE 156' 1410' FAX (978) 244-7240 p-:4—ad GAMMA Tx/Rx 250 7 elec - 131'-0'* KATHREIN 800 10504 BOTTOM FXL 1873 ODI MM 145'* GIEEN 2 SWIM 14 6' 7t" 10' t ( - GPS - - - 10'* ANDREW GPS-QBW-26N BOTTOM LDF4-50A ANDREW 15'* - - - - I 1 MOD Wil. I \ E� EXISTING EXTERIOR WALL Hud�7s�aos��■ n .,D 11 Dwjgn C-40u 1uc O _ SECTOR 1 350' EXISTING ELECTRICAL PANEL 16M OSGOOD STREET PROPOSED 4*-W \ METROPCS BUILDING 20 NORTH,SUITE 2-101 TFL•(978)5573553 L, N. MOD CELANDOVER,MA 01895 FAX:(878)8365580 TIN i EXISG CABLE TRAY TO PROPOSED ANTENNAS ` BE UTILIZED EXISTING ( / MRIRLATTICE TOWER _ \ f�� 1a,PJI� P. 'r,. EZBFO BA a SECTOR 2 EXISTING 2 TON HVAC 120' UNIT TO REMAIN SECTOR 3 pNISTIN,DEDOMMISSKWED ENGINEER/LAND SURVEYOR COAX PORT TO BE RE-USED FOR ANYEXI511NG INTERIOR WALL TELCO NG I COAX EXISTING UNLESS THEY i RACTINOF G UNDER THE DIRECTION PANEL I THRU WALL — MEMM �-pitpppSEp / 3 OF A LICENSED PRofF55W1UL FNOMEDt. EXISTING DOOR \. ANTENNA MOUNTING PLAN '°ALTER " DOCUMDOCUMENT�° " "` MRETRO CSLOCK SPECIFl TIONS) COAX RUN MSS SCALE�2ms REVISIONS HANG CEILING 12'-6' 3 7/03/09 CONSTRUCTION FINAL NOTES: 2 7/17/09 CONSTRUCTION FINAL tR�INaRn1 1. FOR ALL PENETRATIONS SEE DETAILS ON 1 ps/30/04ssu 1 m 11 FOR CON UPON EQUIPMENT ROOM PLAN SHEET E-1. 0 /1S/ UE FOR MVEW -1-1 2. EXISTING SMOKE do HEAT DETECTORS SHALL 0 1•-0" 2'-0" 4'-0" 6'-0" BE TIED INTO EXISTING REV. HATE RRE HARM SYSTEM AND METROPCS7 " NETWORK OPERATION CENTER. SITE NAME: PROPOSED 54.1"x6AN2.7"PANEL 9,ffNNA W/DOWNTILT MEIROPCS BRACKET AND PIPE CLAMPS BOS0523A BATTERY CABINET: (28.59-Wa8.74bx6B.lI^) BOSTON HILL PROPOSED METROPCS MOOCELL OUTDOOR CABINET: (35.41Nx37.8bx72.4'H) FUTURE METROPCS GROWTH -- MODCELL CABINET: SITE ADDRESS: Op \\f(35.4"Wx37.6"Dx72.4'H) GPS 5 BOSTON HILL ROAD ANTENNA NORTH ANDOVER,MA 01845 DIMENSIONS: 511 z 3.2D DRAWING TITLE: ANTENNA MOUNTING& ® EQUIPMENT ROOM PLANS, I SCHEDULES&DETAILS �_J 4 GPS AND ANTENNA DETAIL A-2 SCALE:HIS DRAWING NO: 2 EQUIPMENT LAYOUT PLAN A-2 A_y SOME,NTS F PACKING MATERIAL: MIN 1-1/2 M. THICKNESS OF ONE 2'0 SCHEDULE 40 PVC PIPE ELECTRICAL AND GROUNDING N0TES MIN 6 pcf MINERAL WOOL BATF INSULATION FIRMLY TO BE CENTERED WITHIN FlRESTOP PACKED INFO OPENING AS A PERMANENT FORM. SYSTEM. A NOM. ANNULAR SPACE 1. ALL ELECTRICAL WORK SWILL CONFORM TO THE REQUIREMENTS OF THE NATIONAL 12.GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING. BONGING PACKING MATERIAL TO RECESSED FROM TOP OF 5/16' IS REQUIRED WITHIN THE ELECTRICAL CODE(NEC)PS WELL AS APPLICABLE STATE AND LOCAL CODES. AND LIGHTNING PROTECTION SHALL BE GONE IN ACCORDANCE YYfIFE PROJECT OWNER'S SURFACE OF FLOOR OR FROM BOTH SURFACES OF FIRE P SYSTEM PIPE SHALL BE BTS SITE GROUNDING STANDARDS. WALL AS REQUIRED TO ACCOMMODATE THE RIGIDLY SUPPORTED ON BOTH SIDES 2. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER REQUIRED THICKNESS OF COFILODATE F14 RI W R BB SPECIFICATION REQUIREMENTS. 13.GROUND GRO COAXIAL ABLEITS.SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX �( � SUR` tQlilr 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND 14.USE//6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE .a ••• APPROVED ELECTRICAL SYSTEM. GROUFIDING UNLESS OTHERWISE SPECIFIED)AND i2 SOLID TINNED BARE COPPER WIRE 285 BILLERICA ROAD _e.• FOR BELOW RADE GROUNDING AS INDICATED ON lFE DRAWING. THIRD FLOOR GROUT ALL VOIDS 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS.AND IS RESPONSIBLE FOR CHELMSFORD, MA • < AROUND SLEEVES OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. 15.ALL GROUND CONNECTIONS TO BE BURNOY HYGROUND COMPRESSION TYPE CONNECTORS "• SIAIANi OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT 01824 s. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL WITH GALVANIZED STEEL_ TEL (978) 244-7200 BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC JrFAX 978 244-7240 PERMITTED BY CODE)AND WHERE REQUIRED IN LIQUID TIGHT FE S E METAL k 16.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, ( ) ELL-MID OR CAVITY MATERIAL _ M ATT_ NONMETALLIC CONDUITS. EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE ALWAYS MAKE AT LEAST 12'RADIUS BENDS. #6 WIRE CAN BE BENT AT 6- MIN 2 in. THICKNESS OF FILL MATERIAL APPLIED 8. BURIED CONDUIT SWILL BE SCHEDULE 40 PVC. RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF PROJECT WITHIN ANNULUS, FLUSH WITH THE TOP SURFACE OF OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR GROUNDING RING. FLOOR OR WITH BOTH SURFACES OF WALL 7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW,THWN. OR THIN INSULATION. CONDUIT 17.CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION SPECIFIED TECHNOLOGIES INC' S. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. SPECSEAL SERIES SSS SEALANT OR NOTE; POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. Hudson SPECSEAL LCI SEALANT. UL SYSTEM NUMBER: C—AJ-2057 CORE HOLE 1 1/2- LARGER THAN PROVIDE FULL LENGTH PULL ROPE COORDINATE INSTALLATION WITH UTILITY COMPANY. 18.APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS. Design OiTtlU uc. D �¢ THE DIAMETER 01=THE CONDUIT. F RATING - 2 HR. CORE DRILLS TO BE SEALED WITH 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND 19.CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR ELASTOMERIC SEALANT. PROJECT OWNER CELL SITE TELCO CABINET AND BES CABINET AS INDICATED ON THIS PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMS MINIMUM RESISTANCE REQUIRED. PVC CONDUIT PENETRATION DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 20.CONTRACTOR SHALL CONDUCT ANTENNA, COAX,AND LNA RETURN-LOSS AND DISTANCE- DETAIL IN CONCRETE OR MASONRY TO-FAULT MEASUREMENTS (SWEEP TESTS)AND RECORD RESULTS FOR PROJECT CLOSE OUT. 16000SGOODSTREET 10.ABOVE GROUND PORTION OF CONDUIT BETWEEN BTS AND PROJECT BUILDING 20 NORTH.SUITE 2-101 TLL(976)55745% OWNER'S CELL SITE PPC SHALL BE SCHEDULE 40 PVC CONDUIT. 21.PROPOSED HUBBELL 2-LAMP LIGHT FIXTURE AND 60 MIN.TIMER SWITCH IN NEMA 3R ENCLOSURES. KANDOVER,MAOIUS FAX:(978)936&566 I,I N PIPE AND CONDUIT PENETRATION ATTACH PER MANUFACTURER'S RECOMMENDATION. FIELD LOCATE LIGHT AND SWITCH AS NEEDED. WN. .5 pd FTSEERGLASS INSULATION SHALL BE DETAIL IN NON—RATED PARTiTiON 11.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. SECURED T 130. 24 AWE SIM TIE WORIE PACKING L%WA,SE " CEPMM M01-DEM OF OPENING AN F AssicmRC4M BO 'ECJ RF'RECESSED5 D OF WALL ELECTRICAL LEGENMETALLICONE 2'0 METALLIC PIPE OR CONDUIT �y c�l r, TO BE CENTERED WITHIN FlRESTOP iO4,S TILL T I NI OF CRI L M T'1„�,• SYSTEM. PIPE SHALL BE NEW PAIR BOARD,SURFACE MOUNTED A AMPORE <' ['/`I E L •- RIGIDLY SUPPORTED ON BOTH SIDES ® DEW PANEL BOARD,SURFACE MOUNTED V VOLT s ti IN '...;NM FU T M ASSOAMA-5 WN 3/4 OF WALL/FLOOR ASSEMBLY DID'TYPE 1RANSFMAER KVN KILOWATT-HOUR - 'm SQUARE D.TYPE QO A.I.C. Oma"I ELL ' SQUARE D.TYPE 0 200A.2P MAIN PANEL SCHEDULE NEMA ZI . a METER CRC GALVANIZED NO CONDUIT "�• 4 THAT A WIN 1/=4 Im MW IS FORMED AROUND THE PENCTRATM"'Em, #4 1 n OROJIT BREAKER G canO ;�.... .f�) ASSEMIDUES, MR 5/8 .VOCKNESS OF I" MOEWAL NON-FUSIBLE DISCONNECT '� GROUND `2_ A N acr cKI t7J SUWACES OF WALL, ADDITIONAL FILL MATERIAL TOf DESCRIPTION AAUP AMP DESCRIPTION ; STATEN MOUNTED 51'AFF. y� G.^^Fv HE 96TALLED SUCH THAT'A N 3/8 im CROWN IS DSI' RISIBLE DISCONNECT SVITOL MOUNIED 5VAF.F. O MAV'ER GROUND BAR OCNDAE D C NM110IIOH NO PENETRATING D •CAOWFID CCMNELTION V_.l LA 1 ND P . TY`# THF', 3 M00 CELL/i 100 SPARE 20 FIXTURE 4 ® BBIIL�TVOLTAGE SURGE SlAffiESSOR FUSES.SUI FATE MOlN1ED ' r0-91 EQUIPMENT GROMA1 BM . —G— GROUND�>��AS Nolo ENGINEER/LAND SURVEYOR SPARE OURD!OUTLET,SRFACE MOUNTED. SPECIFlFn TECHNOLOGIES INC: 5 MOD CELL;2(FIfiURE) 100 6 ® 20 ALPS,125 VOLTS,SINGLE PHASE EXPOSED NH1G IT IS A VIO AMN OF LAW FOR ANY POISON. UL SYSTEM NUMBER: W—L-1029 SPECSEAL SERIES SSS SEALANT. 7 - SPARE 8COAUDL CABLE UNLESS THEY ARE ACTING UNDER THE OIRECIION PUTTY.SPECSEAL LCI SEALANT OR SPECSEAL Pu . F RATING - 1 & 2 HR. Q JUNC110N BOX SURFACE MOUNTED 18'A.F.F. 9 - SPARE 10 Q 5/0".8'COPPER CLAD STARLESS SIFF71 GROUND ROD OF A LICENSED PROFESSIONAL DI41Nk1;R, — SPARE 20 DIM IMRIMGTO AI.TER PIPE AND CONDUIT PENETRATION 11 — SPARE 12 MME MUMS.MINIMUM 2410+1fi0G N 3/4' 0 EXOMOR IC(� =WELD)OR 0 Tme THIS � DETAIL IN GYPSUM WALLBOARD -2- SPARE 20 — SPARE a CONDUTU.OLL PPC PONERPROMMCABINET REVISIONS MAXIMUM MAXIMUM FORMING G MINIMUM F IT MAX DIAM OF 15 - SPARE 16 AFD. ABOVE FINIM FLOOR PIPE LLAT SPACE FORMINMATERIAL SEALANT RATING RATING WALL HR THROUGH PENETRANT in. T RATING HR 17 10 TELOD FAN 18 UAN UNLESS OT ERNISE NOTED OMNI-0C110Nu F117CTRlMIC MARIffR SY'lEM(DB)BNL — SURGE RESSER 20 DIAMETER (in.) THICKNESS THICKNESS(HOURS) (HOURS) �� (� (lo.) (in.) 1s is ORIiECFPTACI.E 20 IIP TFAnElar+aoDF CR GROUND FALLT INTERRUPTER 1-1/2 - 2 6 B 2-1/2 2 3 t - 3 8/03/0CONSTRUCTION FI. 6 4 3/8 TO 3-1/2 1 3 0 NOTES: 2 7/17/09 CT10R F) 6 4 3/8 TO 2-1/2 2 3 0 THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS IXC" TIlLO BOARD i /30/ SlJEO STRUMN EQUAL TO THE HOURLY FIRE RATING OF THE WALL . PROPOSED 24 TWISTED PAIR,#24 AWG IN Y FLEXIBLE CONDUIT. __ ASSEMBLY IN WHICH IT IS INSTALLED. , EXISTING ELECTRICAL PANEL 0 J1S/ ISS FORWvU CONCRETE FLOOR OR WALL ASSEMBLY. MINIMUM 4-1/2 in. ( THROUGH PENETRANTS: ONE 2'0 NONMETALLIC PIPE, THICKNESS FLOOR/MINIMUM 6-1/2 In. WALL CONDUIT OR RACEWAY TO BE CENTERED WITHIN THE . PROPOSED BIS CASINEIS REV. DATE 0 1F FlRE5TOP SYSTEM. A NOM ANNULAR SPACE OF . PROPOSED 2#2 AWG&2/6 AWG IN 2'FLEXIBLE CONDUIT FOR PRIMARY BES. TYPE AS OR TYPE SS: 5/16 in. IS REQUIRED WITHIN THE FlRESTOP EXISTING LIGHTS PrsopcT ' MINIMUM THICKNESS OF SEALANT AS SYSTEM. PIPE:, CONDUIT OR RACEWAY TO BE 10(E)SUM(�P�Rte) SPECIFIED IN THE TABLE BELOW. APPLIED RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR , TVSS BOSOM w" WITHIN THE OPENING, FLUSH WITH THE OR WALL ASSEMBLY. 246V,10.3W MANUAL BYPASS METER TTP SURFACE OF THE FLOOR OR BOTH i a rn R VOID OR CAVITY MATER Al . CFY.3 OUTLET SURFACES OF THE WAIL _ _ L�- SEei eNT: MIN 5/8 in. THICKNESS OF FILL MATERIAL APPLIED MANUAL TRANSFER SNTICJI SITE NAME: FORMING MATERIAL _ _= WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF PROPOSED MINERAL WOOL INSULATION = _= WALL ADDITIONAL FILL MATERIAL TO BE INSTALLED (MINIMUM 4.0 pcf) FIRMLY PACKED INTO SUCH THAT A MIN 1/4 in.THICK CROWN IS FORMED — EQUIPMENT ROOM THE OPENING AS A PERMANENT FORM: AROUND THE PENETRATING REM AND LAPPING 1 in. SEE TABS FOR MINIMUM REQUIRED BEYOND THE PERIPHERY OF THE OPENING. 1 2001-2P 6 BOS0523A TMIMN� SPECIFIED TECHNOLOGIES INC: M BOSTON HILL METALLIC PIPE: SSPECSEAL PECSEAL LCI SERIES SSS��.SEALANT. r O I 2OA-2P I M 40 AFB11 3 5 STEEL PIPE: 6'0 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE 15AIIP CONDUIT: 4.0 (OR SMALLER) ELECTRICAL METALLIC TUBING (EMD I i.- OR 6"0 RIGID STEEL CONDUIT. (3)/Z/0 8 (')/2/OG 10A-1P 1FlJb FAN 8 7 UL SYSTEM NUMBER: C—AJ-1020 UL SYSTEM NUMBER: W—L-2093 GENERATOR RECEPTACLE—"/ IOOA-3P T I s)/1 At(1)12G IN 2'C 1 SiTE ADDRESS: F RATING — 3 HR. F RATING — 1 & 2 HR. I 5 BOSTON HILL ROAD PIPE AND CONDUIT PENETRATION PVC CONDUIT PENETRATION 1001-'P NORTH ANDOVER,MA01845 DETAIL IN CONCRETE OR MASONRY DETAIL IN GYPSUM WALLBOARDI zaA 1P FUTURE z (3)/1&(1)f2G IN YY: MCOCELL, 4 L—— —— 4.08 DRAWING TITLE e PENETRATION DETAILS s�`ROUND PER NEC LIGHT FIXTURE � EXISTING SLOES E-1 �� SEE NOTE 19 0 ONE-UNE DIAGRAM, RISER,AND DETAILS ALL CORES THROUGH ELECTRIC POWERrrELCO RISER DIAGRAM ROOMS TO BE FIRE-STOPPED. ONES DIAGRAM E-1 SCALE NTS DRAWING NO: E-1 SCALE NIS USE FULL CONDUIT RUNS _ THROUGH PENETRATIONS E1 e t. OE NOT INSTALL IRE GROUND IDT ATA BEND AND ALWAYS �. S. OEM GROUND WARE DOWN N GROUND BAR. SUP2. PLIED OR fRECOMMENDEDMOLL BE�BY CAME MANUFACAND ART NUMBER TURER. MR1f.firWit Yourself. ANTENNA ANDREIII UGIIDT2 a WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH SUPPORTKIT Can SHRINK SHALL NOT BE USED. 285 BILLERICA ROAD PIPEAND3INA mDW GROUND THIRD FLOOR ANTENNA(TYP OF I PER COAX MA COAX CABLE 2 1/2Y MANL I TO 24' 01824 SECTOR,TOTAL 3) ANTENNA GROUNDING qF5 m� TEL (978) 244-7200 (U.O. SEE PLAN) SUPPORT STEEL m ANTENNA CABLE FAX (978) 244-7240 N U9 m - TD EOUPMENT COAXIAL CABLE GCADWELD WEATIENPIROOFlNG KIT #6G / GPS (�N�3) Hudson GROUNDING KR G ANTENNA t CARIE GROUND KR DeIgnUPi:� ±*D ND G `6 AWG STRAKI)ED COPPER MIRE(GROUNDED GROUND G G EGB m (SEE NOTE t&2) 16000SGOODSTRM BUILDING 20 NORTH,SUITE 2-101 TIR:(978)W-65M #6G CADWELD N.ANOOYER,MA016T5 RAX:(976)8366586 G G EQUIPMENT GROUND BAR(EGB) CONNECTION OF CABLE GROUND KIT COAX PORT[ E_2 SCALE`NISENTRY E-2 TO ANTENNA CABLE AS NECESSAURY 2G FROM EGB(WHEN SHOWN ON SCALE: i�.._ ,; �Cir r ANTENNA LEVEL GROUNDING RISER DIAGRAM SPAM \ t ^� - c #6 AWG FROM ANTENNA CABLE GROUND KIT 10 GROUNDING KTf$ (D -;v r� t Kt �ti CABLE GROUNDING COAXPORT/ ENTRY HOOD KIT (TYP OF 12) S'� #20 AWG INSULATED CARTRAY SECTIONS TO BE ® GROUND BAR ON WALL.R"IE GROUNDING HALO (ATTACH W/ BONDED ON BOTH SIDES m e OR ON ANTENNA(OWER NON-METAUC HANGERS) WITH #6G (INSULATED) ENGINEER LAND SURVEYOR LIGHTS CABLE GROUNDING m KIT (TYP) R 6 A VIOLATION OF TAW FOR ANY PERSON, G C G O UMtS$THEY ARE ALONG UNDER THE DIRECTION O O O O O O O of"ucErALT PROFESSIONAL TNgNEER, G c G cAowELD OQ O O O O O O O QO TO <TER THIS DOCUMENT G GO EGB TO GROUND RING CABLE TRAY MGB CADWELD AT GROUND ROD REVISIONS —#6G COAXIAL 2G ANDREW UMff NOR EOUPL WITH HOLE G G CABLE PATTERN AND SFAOFF WSLUTORS AND MOUNTING BRACKETS AS SHOWN EXOTIERFBC WELD TO BE USED WITH GCADWELD ;2 AWG BCW TO BUILDING SER. GROUND OR GROUND RING #2G TO GROUND RING AT 3 8/03/09 CONSTRUCTION FINAL GATE FRAME/ UNI ® GROUND ROD *-SNALLL GROUND NLYY UBARsSE T SMI M�OF TSOKERS/MONOPIXFS 2 7/17/09 CONSTRUCTION FINAL GROUND TO GATE GROUNDING (TYP.) EXISTING WATER JUMPER PPC MAIN CABINET t 06/30/0 SSUEO FOR CONSTRUCTION EQUIPMENT ROOM MASTER GROUND BAR(MGB) INSTALLATION OF GROUND WIRE o 106/1" ISSUED FOR RENEW E-z SCALE:NTS E-2 TO GROUND BAR REV. gI DATE I DESCRIPTION $auE:NTSwIaLT:r NO. DESLCNm Br oa srALe eosnzu DRAM BY: DB AS SHOWN CONDUCT SIZE AS a¢ub BY: DPN SHOWN ON DWG INSULATED GROUNDING SITE NAME: BUSHING O-2 GEDNEY TYPE HIM SIZE TD SUR BOS0523A t GROUNDING RISER DIAGRAM IIIII AWG SOLID BCW OR STRANDED BOSTON HILL E_y SCALE:HIS , X2/0 AWG GRE19!NSULAIED a.� #2/0 AWG GREEN INSULATED TWO HOLE SIRA K TONGUE.T&8 SITE ADDRESS: GROUND LUG SDE TO SUR 5BOSTON HILLROAD NORTH ANDOVER,MA 01845 GROUND BAR e• DRAWING TITLE: GROUNDING DETAILS •< 5,�, tw DUTY WATER PPE GROUND CLAMP BURNDY TYPE NSNF/NHNT OR . GAR-TC SIZE TO SUIT WATER MAIN GROUNDING D� IWING FWING N0: E-2 SONE NIS E-2 GENERAL NOTES: GROUNDING NOTES ELECTRICAL INSTALLATION NOTES: � �r�V 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. GROUNDING SHALL COMPLY WITH ARTICLE (250) OF THE NATIONAL ELECTRIC CODE. 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF CONTRACTOR - METROPCS THE NATIONAL ELECTRIC CODE (NEC). SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 2. ALL GROUNDING DEVICES SHALL BE U.L. APPROVED OR LISTED FOR THEIR INTENDED USE. UnIImit Yourself. OWNER - METROPCS 2. SUBCONTRACTOR SHALL MODIFY OR INSTALL CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND OEM - ORIGINAL EQUIPMENT MANUFACTURER 3. GROUND WIRES SHALL BE TINNED #2 AWG BARE SOLID COPPER UNLESS OTHERWISE NOTED. TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING-SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 4. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC (CADWELDED) UNLESS OTHERWISE NOTED. CLEAN 285 BILLERICA ROAD 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SURFACES TO SHINY METAL WHERE GROUND WIRES ARE CADWELDED TO GALVANIZED SURFACES. SPRAY NEC AND TELCORDIA. THIRD FLOOR SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION CADWELD WITH GALVANIZING PAINT. CHELMSFORD, MA 01824 OF CONTRACTOR. 4. CABLES SHALL NOT BE ROUTED THROUGH (ADDER-STYLE CABLE TRAY RUNGS. TEL(978) 244-7200 5. ROUTE GROUNDING CONNECTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND FAX (978) 244-7240 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE GROUNDING LEADS WITH A MINIMUM B" RADIUS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY 6. PRIOR TO INSTALLING LUGS ON GROUND WIRES. APPLY THOMAS & BETTS KOPR-SHIELD OR EQUAL PRIOR COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV REGARDING THE PERFORMANCE OF THE WORK. TO BOLTING GROUND WIRE LUGS TO GROUND BARS. PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA, AND MATCH INSTALLATION REQUIREMENTS. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 7. GROUNDING WIRE CONNECTIONS SHALL BE THREE (3) CRIMP SME COMPRESSION FIT OR EQUAL. NO SLIP SPECIFICATIONS AND LOCAL, STATE AND FEDERAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE BOLTS ARE ACCEPTABLE. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR PraTerra REGULATIONS. ELECTRICAL TAPE (3M BRAND, h INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE 8. CONNECTORS SHALL BE CRIMPED WITH HYDRAULIC CRIMPING TOOLS. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC AND OSHA. 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 9. COPPER BUSES SHALL BE CLEANED, POLISHED, AND ANON -OXIDIZING AGENT SHALL BE APPLIED. NO 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. DESIGN GROUP, L L C I 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, OILS OR FINGERPRINTS THAT WILL DISCOLOR THE COPPER WILL BE PERMITTED. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE i APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 10. HARDWARE (I.E. NUTS, BOLTS, WASHERS, ETC.) IS TO BE STAINLESS STEEL. CIRCUIT ID'S). 1 Short Street Suite 3 MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 11. EXOTHERMIC WELDS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE Northampton, MA 01060 CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE 12. GROUND BARS SHALL BE }" THICK TINNED COPPER LARGE ENOUGH TO ACCOMMODATE THE REQUIRED SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. NUMBER OF GROUND CONNECTIONS. THE HARDWARE SECURING THE GROUND BAR SHALL INSULATE IT FROM 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. Fazax:(413)320-4918 THE STRUCTURE TO WHICH IT IS FASTENED UNLESS OTHERWISE NOTED. :(413)320-4917 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER, T1 CABLES AND GROUNDING 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE 13. All TERMINATIONS AT EQUIPMENT ENCLOSURES, PANELS, AND FRAMES OF EQUIPMENT AND WHERE EXPOSED CONDUCTOR (g34 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE FOR GROUNDING CONDUCTOR TERMINATION SHALL BE PERFORMED USING TWO HOLE BOLTED TONGUE CABLE RATED FOR 90 •C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND ACTUAL ROUTING WITH THE CONTRACTOR AND/OR LANDLORD PRIOR TO CONSTRUCTION. COMPRESSION TYPE FITTINGS WITH STAINLESS STEEL HARDWARE. RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND 14. ALL CLAMPS AND SUPPORTS USED TO HOLD THE THE GROUNDING SYSTEM CONDUCTORS AND PVC 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (g6 AWG STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION CONDUITS SHALL BE NON-CONDUCTIVE. DO NOT USE A METAL RING OR BRACKET SUPPORT THAT WOULD OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER OF THE OWNER. FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND t f S 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 15. ALL GROUNDING SYSTEM CONSTRUCTION, MATERIALS, AND COMPONENTS SHALL MEET METROPCS RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. M CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. GROUNDING STANDARDS. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE 1 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION AND RETURN DISTURBED AREAS TO STRUCTURAL STEEL NOTES" CONDUCTOR #2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 6 ORIGINAL CONDITIONS. • 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC ms's rONT Eta 'V 13. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE 1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND METROOTHERWISE CS 1 SPECIFICATIONS UNLESS OTHERWISE NOTED. STRUCTURAL STEEL SHALL BE ASTM-A-36 UNLESS OTHERWISE NOTED ON CABLE RAT AWG OR LARGERT 600 V, OIL RESISTANT WITH OR THWN-2, CLASS 8 STRANDED COPPER SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE CABLE RATED FOR LE'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE 11�� SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION". LOCATION USED, UNLESS OTHERWISE SPECIFIED. 14. SUBCONTRACTOR SHALL NOTIFY PROTERRA DESIGN GROUP, LLC 48 HOURS IN ADVANCE OF POURING 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND CONCRETE OR BACKFILLING TRENCHES, SEALING ROOF AND WALL PENETRATIONS AND POST DOWNS, FINISHING WIRENUTS BY HARGER (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS ENGINEER/LAND SURVEYOR NEW WALLS OR FINAL ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. OF WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL THAN 75-C (90-C IF AVAILABLE). OF STEEL CONSTRUCTION", 9TH EDITION. PAINTED SURFACES SHALL BE TOUCHED UP. IT Is A VIOLATION OF uw FOR ANY PERSON. 15. CONSTRUCTION SHALL COMPLY WITH ALL METROPCS STANDARDS AND SPECIFICATIONS. 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH UNLESS THEY ARE ACTING UNDER THE DIRECTION 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3'a'0) AND SHALL HAVE MINIMUM OF TWO NEMA, UL, ANSI/IEEE AND NEC. OF A LICENSED PROFESSIONAL ENGINEER, 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY BOLTS UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL. TO ALTER THIS DOCUMENT. WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. " SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 1/2" DIA. ASTM A 307 BOLTS (GALV) UNLESS PROCEEDING WITH CONSTRUCTION. NOTED OTHERWISE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR REVISIONS 17. THE EXISTING CELL SITES ARE IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW& APPROVAL ON PROJECTS REQUIRING RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT STRUCTURAL STEEL INDOOR LOCATIONS. MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 6. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (EMT), OR RIGID NONMETALLIC CONDUIT(RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 18. IF THE EXISTING CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND SOIL COMPACTION NOTES: 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC) SHALL BE USED FOR OUTDOOR LOCATIONS HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE TO BEABOVE GRADE. WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. i. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. 20. RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE SITE WORK GENERAL NOTES: 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN 1 11/13/121 ISSUED FOR CONSTRUCTION TECHNICIAN OR ENGINEER IS ACCEPTABLE. REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, 0 10/24/12 ISSUED FOR REVIEW 3. AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL" BASE SHALL BE WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. REV. DATE DESCRIPTION 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY � WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, PER ASTM D 1557 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR METHOD C. LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. PROJECT No. DRAWN BY: Teo SCALE: WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY 12-02a cHECK'D BY:TEJ/JMM AS SHOWN TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR GRAVEL 23. CABINETS, BOXES AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION. COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WITH 1007,PASSING #1 WITH NEMA, UL, ANSI/IEEE AND NEC. SIEVE. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 24. CABINETS, BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. SITE NAME: 5. AS AN ALTERNATE TO ITEMS 2 AND 3, THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER (SUCH AS 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED-COVER, DESIGNED TO SWING OPEN SITE AND DISPOSED OF LEGALLY. BOMAG BW 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. 3R (OR BETTER) OUTDOORS. BOS0523A 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. COMPACTION EQUIPMENT NOTES: 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR BOSTON HILL EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE 1, HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK OR NEMA 3R (OR BETTER) OUTDOORS. SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. COMPACTOR. 7. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) SURFACE APPLICATION. CONSTRUCTION NOTES: INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. SITE ADDRESS: 8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE 1. FIELD VERIFICATION: 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND 5 BOSTON HILL ROAD EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, METROPCS ANTENNA PLATFORM LOCATION AND UTILITY RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. NORTH ANDOVER,�I1A POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF TRENCHWORK. NORTH ANDOVER,MA 01M ENGINEERING, OWNER AND/OR LOCAL UTILITIES. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR 2. COORDINATION OF WORK: BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. DRAWING TITLE: EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND SPECIFIED IN THE PROJECT SPECIFICATIONS. 3. CABLE LADDER RACK: DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY AND/OR ICE BRIDGE, AND AGAINST LIFE AND PROPERTY. GENERAL NOTES 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION, EROSION CONTROL CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR 31. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC EROSION AND SEDIMENT CONTROL. AND ALL APPLICABLE LOCAL CODES. 1 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE METROPCS SPECIFICATION FOR 32. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO SITE SIGNAGE. EQUIPMENT IS NOT BLOCKED. DRAWING N0: GN-1