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0488 REAR HIGHLAND AVENUE / 0 CAIN ROADf - The Commonwealth of Massachusetts Department of Public Safety State Building Code(780 CNIR)S venth Edition I/ City of Salem c Building Permit Application for any Building other than a 1 or 2-Family 2-FamilyDwellin 1 This Section For Official Use Only) Budding Permit dumber: Date Applied: Budding Inspector: SECTION 1: LOCATION (Please indicate Block M and Lot# for locations for which a street address is not available) q0 l Ave SA c"c.. A 019'74 No.and Street Cite /Town Zip Code Name of Building(if applicable) SECTION 2:PROPOSED WORK If New Construction check here❑or check all that apply in the two rows below Existing Building❑ Repair❑ 1 Alteration 9 Addition❑ Demolition O (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy O Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes ❑ No ❑ Is an Independent Structural Engineering PeerReview requi�jed? r 1 Yes ❑ u ❑ Brief Description of Proposed Work: T /Y�/ ) 4 ec, "t ✓in4 Qr 2nr n e x ° �x c. SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Evaluat' n is enclosed(See 780 CMR 3402.0) ❑ Existing Use Group(s): Proposed Use Group(s): Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMA 34: 14 SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) S Total Area(sq.ft.)and Total Height(ft.) 9)A <:3"l/r,e SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2r ❑ A-2nc❑ A-3 ❑ A4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-I ❑ F2❑ - H: Hieh Hazard H-1 ❑ H-2 Cl H-3 ❑ H-4❑ H-5❑ I: Institutional 1.1 ❑ I-Z ❑ 1-3 O 14❑ M: Mercantile❑ R: Residential R-t❑ R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2 ❑ U: Utility Special Use O and lease describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IB ❑ IIA ❑ 1180 IIIA ❑ 1118 Cl IV ❑ :VA ❑ VB ❑ SECTION 7:SITE INFORMATION (refer to 780 CMR 111.0 for details on each ) tVater Supply: i Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Pubbi❑ Chec1, rf oul>ide Pluud Zone❑ Indicate mumapal ❑ .11ren<h will not be erred Di. +asal ;it .151 rcyuired Our trench perdc: 4{• eI'rn'alr❑ ur unionldt'Zuna•: ornn sur.c.trm ❑ permit a vnclo,ed O Railroad right-of-way: Hazards to Air Navigation: �In l ti.L.n, t •vn•n lir, ....... - /Vt-I S , � I. Iruilurc tuthm.nrpnrl aF+prud<h dre•,t.' L Ihcu rrr nnnhlctrJ•.t t „n-ent w Btnld e110"'cd ❑ }y.❑ nrNu Hf Ye, \•� ❑ SECTION 8:CONTENTOF CERTIFICA rE OF OCCUPANCY I'diUm.,I I',,d'. C,cl�rnup�.c (i pe,n l undruiuuo: OCCup.utt lead pour D"'.,the building cont,i n,in Kprjnkler�t.iem': Sprawl Sulndaonm . �iJ��5 j`C7 G�1.�w1/Y✓ I4Vn7r�nJNd �-- IVEW l n— k- .* SECTION 9: PROPERTY OWNER AUTHORIZATION Nameand \ddresso Pr,f -r'% Owner AI - � yl o�,f #Y 5So Ch�ac �2 Name(Pant) No.and Street Cily./Town Lip I' perry Owner Co tt Information: �l�nC s �au��� 5,7",-co �c ) Title Telephone No. (business) Telephone No. (cell) a-mad address If applicable,the property oar ner herebv authorizes Name Street Address City/Town Stale Zip to act on the pro pert%owner'.behalf, m all matters relative to work authorized by this buildin• permita ,plication. SECTION 10;CONSTRUCTION CONTROL(Please fill out Appendix 2) (If buildin•is lass than 35,1VO ai.tt.of endowd s ma•and/or not under Construction Conuul then check here D and skip Sadiun 10.1) 10.1 Registered Professional Responsible for Construction Control Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor i' Company Name: `� O M� , � ShD�� ; IoC Ngn of�'er�m�R}•.,plpl Bible ),r �nstnutiun }-.License No. and Type if plicable St eett,, ( dre�s h II /-) City/Town Stat'eK� tpp O� .y�l. C� � � __ 'T�9�l�. S})v�r�@ Sf�]�GIM✓1.C'oyp-� Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yes O No D SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6) 1. Building $ Building Permit Fee=Total Construction Cost x_(Insert here 2.Electrical $ appropriate municipal factor)_$ 3. Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5. Mechanical (Other) $ Enclose check payable to 6.Total Cost $ 7; 0 U (contact munici alit )and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. I'la a�pnntr fd��;n tomo• r 'n p (^ I Title reiephune Xu. Date Strrrt \Jdre.. Cit%;'Tu o' ',ite Lip i Municipal Inspector to fill out this section upon application approval U \ame D' S f r PROJECT INFORMATION SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS _ at A SITE ADDRESS: WR HIGHLAND AVE. . SALEM, MA 01970 (`IY/v` LATITUDE: N 42.51500' 42' 30' 54" N " LONGITUDE: W —70.9067' —70' 54' 24.12" IN - JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES r CURRENT USE: TELECOMMUNICATIONS FACILITY SITE NUMBER: MA3448 PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE NAME: SALEM HIGHLAND AVENUE(MA0105) DRAWING INDEX REV VICINITY MAP GENERAL NOTES T-1 TITLE SHEET 1 START AT 550 COCHITUATE RD, FRAMINGHAM GOING TOWARD WHITTIER ST — MAKE A U—TURN ONTO COCHITUATE RD/MA-30 E. — MERGE ONTO 1-90 E/MASS PIKE/MASSACHUSETTS TURNPIKE TOWARD JCT 1-95/BOSTON (PORTIONS TOLL) — TAKE THE 1-95 N/RT-30/RT-128 N EXIT, EXIT 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. GN-1 GENERAL NOTES 1 14, TOWARD N.H.—MAINE/POINTS NORTH — MERGE ONTO 1-95 N/MA-128 N VIA THE EXIT ON ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. THE LEFT TOWARD WALTHAM/GLOUCESTER.— KEEP LEFT TO.TAKE MA-128. N VIA EXIT.45 TOWARD _ DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING GLOUCESTER — TAKE THE LOWELL ST EXIT, EXIT 26, TOWARD PEABODY SQ/SALEM — TURN SLIGHT THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY A-1 ROOF & EQUIPMENT PLAN 1 RIGHT ONTO LOWELL ST. — LOWELL ST BECOMES MAIN ST. — MAIN ST BECOMES BOSTON ST. — ALLOWED. TURN RIGHT ONTO ESSEX ST/MA-107 S. CONTINUE TO FOLLOW MA-107 S. — ARRIVE AT 4OR HIGHLAND AVE. SALEM, MA 01970, ON THE LEFT 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY A-2 ANTENNA LAYOUT AND ELEVATION 1 'ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT A-3 PENETRATION DETAILS 1 GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE G-1 PLUMBING DIAGRAM&DETAILS 1 JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. St epSTO ST v o PROJECT ap 817E ✓ACKSO,V ST ^+• 72 HOURS l\1 Its y BEFORE YOU DIG oP CALL TOLL FREE 888-DIG-SAFE s UND `Q��IEND.S VICE ALERT 1�1 SITE NUMBER: MA3448 `' ' Hudson —{��I�I..� SITE NAME: SALEM HIGHLAND }�} I ff 4° y w AT&T DeNgn 6mupu� ® turwwi AVENUE (MA0105) Sall l ` t to to 10 t&vuM FSR CONSIRUMON AT ,q, TITLE SHEET communications � 6 ' ® I 22 KEEWAYOIN DRIVE 40R HIGHLAND AVENUE --. 0 07/12/10 ISSUM FOR REVIEW SB AT ✓ ",C:i� _ \CQ, iewosc000sraetl SALEM, MA 01970 550 COCHITUATE ROAD NO. MM REY1510N5 BY CNN P' S � +oe Nuuam ow.wwe Nuusm Rtv n�neIoovqOM lsST 2-ICi ��x,�c�ej vis�see SALEM, NH 03079 ESSE% COUNN S�rhJAI_ FRAMINGHAM, MA 01701 ollE as sNowN 0[SI-NM W.' AT m" BY: SB 3448.01 T-1 1 GROUNDING NOTES GENERAL NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND DEFINITIONS SHALL APPLY: ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING CONTRACTOR - SL SHALL BE ASTM A36 (Fy = 36 ksi) UNLESS OTHERWISE NOTED. PIPES PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL STEEL EXPOSED TO STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE OWNER - AT&T MOBILITY WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER IN THE AHJ), THE STIE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING 2, PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL COMPATIBLE ZNCK RKS RICH PAINT.ELD AFTER STEEL IS ERECTED USING A PROTECTION CODE, AND GENERAL COMPLIANCE WITH VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO TELORDIA AND TIA GROUNDING STANDARDS. THE CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE 16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO "GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T MOBILITY ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. THE ATTENTION OF CONTRACTOR. SITES." 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF TELECOMMUNICATION, RADIO, UGHTNING PROTECTION, AND SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES BELOW GRADE, BY TWO OR MORE COPPER BONDING PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY CONDUCTORS IN ACCORDANCE WITH THE NEC. COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY APPLICABLE REGULATIONS. CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING 3. THE SUBCONTRACTOR SHALL PERFORM IEEE PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED DRAWINGS PRNORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE q,4. SHOW OUTLINE ONLY. COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS SUBCONTRACTOR SHALL FURNISH AND INSTALL 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING AFTER MIDNIGHT. SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE 19, SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF - WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED MATERIALS AND KITTING LIST SHALL BE SUPPLIED BEXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANYY THE SUBCONTRACTOR. DANGEROUS EXPOSURE LEVELS. COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN 7, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND 20. APPLICABLE BUILDING CODES: INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATED OTHERWISE. - STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY 8. THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD CONNECTED TO THE MASTER GROUND BAR WITH GREEN SPACE FOR APPROVAL BY THE CONTRACTOR. SHALL GOVERN THE DESIGN. INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 BUILDING CODE: MA STATE BUILDING CODE 780 CMR 7TH EDITION 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS AWG STRANDED COPPER OR LARGER FOR INDOOR BIS 2 AWG AND TI CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS STRANDED COPPER FOR OUTDOOR BTS. AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. FOLLOWING STANDARDS: CONNECTIONS BELOW GRADE. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, REQUIREMENTS FOR STRUCTURAL CONCRETE; 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART OR PASTE) SHALL BE USED ON ALL COMPRESSION AND OWNER.BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) BOLTED GROUND CONNECTIONS. MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S TELECOMMUNICATIONS INDUSTRY ASSOCIATION (IIA) 222-F, EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND DESIGNATED LOCATION. STRUCTURAL STANDARDS FOR STEEL THE TOWER GROUND BAR. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. CONDUCTOR SHALL NOT BE USED FOR GROUNDING 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS AMERICAN CONCRETE INSTITUTE (ACI) 301. REGARDING MATERIAL, .METHODS OF.CONSTRUCTION, OR OTHER CONNECTIONS. REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL AIR-ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. METAL BOXES. FRAMES AND SUPPORTS SHALL BE BONDED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. REQUIREMENTS. 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY ABBREVIATIONS CONTINUOUS WITH LISTED BONDING FITTINGS OR BY AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. AWG AMERICAN WIRE GAUGE MOE MASTER GROUND BUS BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING BTS BASE TRANSCEIVER STATION NEW TBR TO BE REMOVED 20 FI. OR MORE 1/2" OR GREATER ELECTRICALLY CONDUCTIVE ((�� REINFORCING STEEL MUST HAVE IT BONDED TO THE GROUND RING - EXISTING EXISTING �, *�,TI4TO SCALE TBRR TO BE REMOVED q. AND REPLACED USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID EG EQUIPMENT GROUND .y'' F CETINNED COPPER GROUND WIRE, PER NEC 250.50 TFL P. - TYP TYPICAL EGR EQUIPMENT GRO D UIF2 SITE NUMBER: MA3448 """"" " I� 20 Hudson �� SITE NAME: SALEM HIGHLAND }}pp__.$. AT&T AVENUE MA0105 a 10C� ° )/ ' [10'VER, esign GmuP.. ( - 1 10 w/10 issum MR=Nsr MON SB AT r GENERAL NOTES communicatlons 40R HIGHLAND AVENUE --- 0 W/1R 10 6SUED FDR REVIEW SB AT <�SCL ti�C^ c000srvEN 22 KEEWAYDIN DRIVE SALEM, MA 01970 550 .Ks xuuaEn wuwwc NuraFn REv 'HINORM.SNRE2.101 TEL: 91e1557s53 SALEM, NH 03079 550 COCHTIUATE ROAD W. mm REV610NS BY cHN P' $/Cihi�y_ �';1�� 0..oleo FAX:(M]31&5586 ESSEX COUNTY FRAMINGHAM, MA 01701 As sNowN gEsicNm tn: Ar DRAWN W. SB 3448.01 GN-1 1 -15' 117' 15' IT EXISTING SPRINT ANTENNAS yz ON BALLAST MOUNT ( � TYP.) � py; 2�, M 6 EXISTING SPRINT BALLAST O MOUNT (TYP. OF 3) NOTE" BALLAST ASSUMES THAT THE EXISTING BALLAST MOUNTS HAVE BEEN LOCATED OVER EXISTING STRUCTURAL SUPPORT MEMBERS. CONTRACTOR TO FIELD VERIFY AS REQUIRED AND NOTIFY HDG OF ANY DISCREPANCIES. / HVAC )fir SECTOR 1 30' FIF PROPOSED 2' FLEX CONDUIT BATTERY EXISTING FOR POWER & FIBER BACKUP SPRINT (FOLLOW EXISTING CABLE ROUTING) EQUIPMENT (TYP, 1 PER SECTOR) SHELTER PROPOSED RBS 8801 IN PROPOSED NEW ANTENNA POWER 19' EQUIPMENT RACK FOR TO REPLACE EXISTINGIr ANTENNA (SECTOR 1) LTE EQUIPMENT PLANT EXISTING 00 ONBALLAST&MOUNT ANTENNAS NO 00 EXISTING AT&T EQUIPMENT ROOM ON FIRST FLOOR GSM EXISTING CHIMNEY EXISTING SPRINT ANTENNAS -- ON BALLAST MOUNT (TYP.) EXISTING PROPOSED ADD EXISTING COAX PORT SKYLIGHT 1 NOKIA ON TOP OF CHIMNEY 7 (1) 4• PORE ` GSM ADD (1) 4- PORT EXISTING SPRINT BALLAST PREN PROPOSED NEW ANTENNAS 0 0 MOUNT (NP. OF 3) TO REPLACE EXISTING EXISTING ANTENNAS (SECTORS 2&3) EXISTING AT&T 0 — I EXISTING DISH COAX PORT ANTENNA (TYP.) ANTENNA BY OTHERS EXISTING CABLE EXISTING 0 TRAY (TYP.) 00 \\\`11 EXISTING EXISTING STAIRS PENTHOUSE 0 0 0 CABINET UMTS SECTOR 3 0 1 270' 00 O 0 – EXISTING PENTHOUSE EXISTING EQUIPMENT PROPOSED FIBER POWER \ BY OTHERS 0 CONNECTOR FC12–PC6-10E \ 0 I O AT COAX PORE O _ 0 O 0 . . . . — — _ — — — — — _0 0 0 EXISTING BALLAST MOUNT O EXISTING EQUIPMENT EXISTING (BY OTHERS) 0 BY OTHERS (D �VENT (TYP.) 0 EXISTING SPRINT BALLAST EXISTING ANTENNAS ON EQUIPMENT PLAN MOUNT (TYP. OF 3) BALLAST MOUNT EXISTING VERTICAL EXISTING SPRINT ANTENNAS (BY OTHERS)(TYP.) SCALE: 1/2'= 1'-0' 2' 1' 0' 2' 4' FEET 1 CABLE TRAY ON BALLAST MOUNT (NP.) PROPOSED SURGE ARRESTOR SECTOR 2 DC2-48-60-0-9E 150' PROPOSED NEW NNAS (TYP. OF 1 PER SECTOR) ROOF PLAN TO REPLACE EOSTIINIG PROPOSED RDHUMOUN� SCALE: 1/8'= V-0' 8' 4' 0' 8' 16' FELTJS „ ANTENNAS (SECTORS 2&3) (TYP. OF 2 PER SECTOR) �Z ('ANIEL P. AA SITE NUMBER: MA3448 -11% AT&T SITE NAME: SALEM HIGHLAND {' t 04);��� Hudson -� AVENUE MA0105 a`�` • Dealgn GmU{n: ) 1 10 11 ISSUED SDR CONSIROC110N SB AT communications X B 40R HIGHLAND AVENUE ^ �f � C- ROOF & EQUIPMENT PLAN 22 KEEWAYDIN DRIVE 0 07 1 10 ISSUED MR RPAEW se AT , G1Cit iXWOSGOODSTRES ® SALEM, MA 01970 550 COCHRUATE ROAD rro. DATE REv5N1N5 Erc cNN v' �,S/� {`'. + .ne Nuuew wwwc Nuuam uv ELF SALEM,NI SUITE 2-101 TEL.199ej 557.5 3 SALEM, NH 03079 ESSEX COUNTY FRAMINGHAM, MA 01701 U4'A� As sNowN DESIGNED Em AT ORAYTI er: so 3448.01 A-1 1 NOTE: NOTE: NOTE: HDC ASSUMES THAT THE EXISTING AN ANALYSIS FOR THE CAPACITY BALLAST MOUNTS HAVE BEEN LOCATED OF THE EXISTING STRUCTURES REFER TO THE FINAL RF DATA OVER EXISTING STRUCTURAL SUPPORT TO SUPPORT THE PROPOSED SHEET FOR FINAL ANTENNA MEMBERS. EQUIPMENT SHALL BE DETERMINED SETTINGS. PRIOR TO CONSTRUCTION. - CONTRACTOR TO FIELD VERIFY AS REQUIRED AND NOTIFY HOG OF ANY DISCREPANCIES. PROPOSED EXISTING AT&T AT&T ANTENNA (TYP.) ANTENNA E PROPOSED SURGE ARRESTOR _ PROPOSED 2' FLEX CONDUET DC2-48-60-0-9E FOR POWER & FIBER tITF. OF 1 PER SECTOR) PROPOSED NEW ANTENNAS (FOLLOW EXISTING CABLE ROUTING) EXISTING AT&T COAX 171 TO REPLACE EXISTING (TYP. 1 PER SECTOR) PORT ON CHIMNEY EXISTING ANTENNAS (SECTORS 2&3) BALLAST FRAME EXISTING AT&T EXISTING EQUIPMENT NOTE: ANTENNAS (TYP.) (TYP.) CONTRACTOR TO CONFIRML EXISTING AT&T REQUIRED BALLAST WITH PROPOSED RRH MOUNTED CENTER OF PROPOSED AT&T EXISTING PENTHOUSE BALLAST MOUNT STRUCTURAL ANALYSIS. TO PROPOSED UNISTRUT ANTENNAS SECTOR 2&3 – —"'— (BEYOND) CENTER OF (TYP. OF 2 PER SECTOR) 96 PROPOSED 2 �'L PROPOSED EXISTING AT&T ANTENNAS PENTHOUSE SECTOR 1 PROPOSED RRH MOUNTING DETAIL (SECTOR 1) _ _ — — 87'-ot ACL TOP OF ROOF -`' GL SCALE: N.T.S. I EXISTING ANTENNAS PROPOSED RRH MOUNTED ]PROPOSED NEW x _ (TMP) TO PROPOSED UNISTRUT ANTENNA TO REPLACE PROPOSED 3/8' HILT( PROPOSED ANTENNA (TYP. OF 2 PER SECTOR) (EXISTING ANTENNA HR-HY150 EPDXY SUPPORT PIPE ((SECTOR 1) ANN. 2- EMBEDMENT) EXISTING BUILDING OF 6) O I PROPOSED HORIZONTAL PROPOSED ANTENNA �--� UNISTRUT MOUNTED TO DOWNTILT KIT PROPOSED 3' FLEX 1 PROPOSED VERTICAL CONDUIT FOR POWER UNISTRUT (TYP. OF 4) PROPOSED DUAL . E& FIBER TO XISTING COAX FOLLOW PROPOSED SURGE ARRESTOR (S EBAND OTE 1)A (CORE OC2-48-60-0-9E (CORE AS REQUIRED) (TYP. OF 1 PER SECTOR) I PROPOSED RRH MOUNTED .. . TO PROPOSED UNISTRUT -r t_5 (TYP. OF 2 PER SECTOR) PROPOSED VERTICAL UNISTRUT 4MOUNTED TO PROPOSED L 3'x3+x1/4' (TYP. OF 3) EXISTING AT&T EQUIPMENT ROOM ON FIRST FLOOR L----__ PROPOSED ANTENNA DETAIL GRADE LEVEL RRH MOUNTING DETAIL (SECTORS 2&3) 0'-0't ACL SCALE: N.T.S. SCALE: N.T.S. PARTIAL SOUTH E Cc SCALE: 3/32"=1'-O" Al P. _ ni "10'-8' 21•_4 32'-0' SITE NUMBER: MA3448 - �. AT&T HUGISOtItw SITE NAME:SALEM HIGHLAND �� J }p } in- AVENUE (MA0105) .�` a &t I 0,4 Now ) - + DOJIgn G(6Upi.: ,,..:f 1 10 W 10 ISSUED FDR CONSTRUCTION SB AT communications r ANTENNA LAYOUT AND ELEVATION 40R HIGHLAND AVENUE o m/tz/m Issum FDR REVIEW 5B AT "h C�'�s'�. F� a0002coo0I.Eu 22 KEEWAYDIN DRIVE SALEM, MA 01970 �� aos xuumx DRxWOW Nu.mx Lav eUnDINGO rvOA>x.SUiT22-IN TEL I975l5575M3 SALEM, NH 03079 550 NGHAM, MA ROAD No. O1TE REvrslaxT m cNK S$/OT41A�t rv.ANUOvew.n 011 9Ax:I97e13xW6 - ESSEX COUNTY FRAMINGHAM, MA 01701 p5 sNowN oESIGNm W. AT DPAWN Br: SB 3448.01 A-2 1 PACKING MATERIAL• MIN 1-1/2 in. THICKNESS OF ONE 2'0 SCHEDULE 40 PPIPE MIN 8 pd MINERAL WOBL BA11 VC INSULATION FIRMLY M BE CENTERED WITHIN FlRESTOP PACKED IMO OPENING AS A PERMANENT FORM. SYSTEM. A NOM. ANNULAR SPACE PACKING MATERIAL TO BE RECESSED FROM TOP OF 5/18' IS REQUIRED WITHIN THE SURFACE OF FLOOR OR FROM BOTH SURFACES OF FlRESTOP SYSTEM PIPE SHALL BE WALL AS REQUIRED M ACCOMMODATE THE RIGIDLY SUPPORTED ON BOTH SIDES REQUIRED THICKNESS OF FILL MATERVM. OF WALL/FLOOR ASSEMBLY GROUT ALL VOIDS AROUND SLEEVES e N a SEALANT FII wID OR AMITYMATERIAL — <reI Aur. CONDUIT MIN 2 in. THICKNESS OF FlLL MATERIAL APPUED WITHIN ANNUWS, FLUSH WITH THE TOP SURFACE OF CORE HOLE 1 1/2' IMGER TMIW FLOOR OR WITH BOTH SURFACES OF WALL THE HOLE 1 OF THE CONDUIT. SPECIFIED TECHNOLOGIES INC: CORE DRILLS t0 BE SEALED WITH SPECSEAL SERIES SSS SEALANT OR EIASTOMERIC SEALANT. SPECSEAL LCI SEALANT. UL SYSTEM NUMBER: C—AJ-2057 F RATING — 2 HR. PVC CONDUIT PENETRATION PIPE AND CONDUIT PENETRATION DETAIL IN CONCRETE OR MASONRY DETAIL IN NON-RATED PARTITION PACKING MATEMN.: MIN. 1 in. THICKNESS OF MIN. 3.5 pcf FIBERGLASS INSULATION SHALL BE WRAPPED AROUND THE THROUGH—PENETRANT AND SECURED TOGETHER BY MEANS OF NO. 24 An SIEFLL RE WIRE. PACKING MATERIAL SHALL BE CENTERED ONE 2'0 METALUC PIPE OR CONDUIT AT MID—DEPTH OF OPENING AND RECESSED FROM BOTH SURFACES M BE CENTERED WITHIN FlRES'TOP OF WALL ASSEMBLY REQUIRED TO ACCOMMODATE THE REQUIRED SYSTEM. PIPE SHALL BE THICKNESS OF FlLL MAME RIGIDLY SUPPORTED ON BOTH SIDES OF WALL/FLOOR ASSEMBLY FALL-VOID OR�MAJERN — MIX OR PUTTY, IN 2 HR FIRE RATED ASSEMBLIES MIN 3/4 IN. THICKNESS FILL MATERIA.APPLIED WITHIN THE ANNULUS, RUSH BOTH SURFACES OF WALL ADDITIONAL FlLL MATERIAL M BE INSTALLED SUCH THAT A MIN 1/4 in. CROWN IS FORMED AROUND THE PENETRATING ITEM' IN 1 HR FIRE RATED ASSEMBLIES, MIN 5/6 in. THICKNESS OF FILL MATERIAL.APPUED WITHIN ANNULUS ON BORT SURFACES OF WNL ALL CORES THROUGH ELECTRIC ADOMONAL FILL MATERIAL M BE INSTALLED SUCH THAT A MIN 3/8 MAPPIn. CROWN In. BEYOND IS MRMED �UND THE PERIPHERY OF THE OPENINRATING ITUM G° ROOMS TO BE FIRE-STOPPED. SPECIFIED TECHNOLOGIES INC, UL SYSTEM NUMBER: W-L-1029 USE FULL CONDUIT RUNS SPECSEAL LCI ISEEA ANT OR SPECSEAL PUT'. F RATING - 1 3 2 HR. THROUGH PENETRATIONS PIPE AND CONDUIT PENETRATION DETAIL IN GYPSUM WALLBOARD MAXIMUM MAXIMUM ANNULAR FORMING MINIMUM F TMAX DWA OF PIPE EMT SPACE MATERIAL SEALANT RATING RATING WNL HR THROUGH PENETRANT in. T RATING HR DIAMETER (inJ THICKNESS THICKNESS(HOURS) (HOURS) 1 (X) (in.) Gn.) _ 1-1/2 — Y-81 9 2-1/2 2 3 1 — B 4 3}ATO 3-1/2 1 3 0 6 4 3/8 M 2-1/2 2 3 0 THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. THICKNESS FLOOR/ MINIMUM 8 I/2CONCRETE FLOOR OR WALL L ASSEMBLY. MINIMUM 4-1/2 In. (OPTIONN)SLEEVE THROUGH PENETRANTS- ONE CONDUIT OR RACEWAY N BE -0 NONMETALLIC CENTERED PIPE. CENTERED WITHINTH FlRESTOP SYSTEM. A NOM ANNULAR SPACE OF TYPE AS OR TYPE SS: 5/16 In. IS REQUIRED WITHIN THE FlRESTOP MINIMUM THICKNESS OF SEALANT AS SYSTEM. PIPE CONDUIT OR RACEWAY TO BE SPECIFIED IN THE TABLE BELOW, APPLIED RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR WDWN THE OPENING, RUSH WITH THE OR WNL ASSEMBLY. TOP SURFACE OF THE FLOOR OR BOTH SURFACES OF THE WALL FlLL VOID OR CAVITY MATERIAL — ScuAM: -- MIN 5/8 in. THICKNESS OF FlLL MATERIAL APPUED FORMING MATERIAL = = WITHIN ANNULUS, RUSH WITH BOTH SURFACES OF MINERAL WOOL INSULATION = - WALL ADDITIONAL FlLL MATERIAL M BE INSTALLED (MINIMUM 4.0 pcf) FIRMLY PACKED IMO SUCH MOAT A MIN 1/4 In. THICK CROWN IS FORMED THE OPENING AS A PETtMAIIENT FORM; MOUND THE PENETRATING ITEM AND LAPPING i in. SEE TABLE FOR MINIMUM REQUIRED BEYOND THE PERIPHERY OF THE OPENING. THICKNESS SPECIFIED TECHNOLOGIES INC: METALLIC PIPE: SPECSEAL SERIES SSS SEAAM, STEEL PIPE: 6.0 (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE SPECSEAL LCI SEALANT. CONDUIT: 4.0 (OR SMALLER) ELECTRICAL METALLIC TUBING (FIAT) OR 6'0 RIGID STEEL CONDUIT. UL SYSTEM NUMBER: C—AJ-1020 UL SYSTEM NUMBER: W—L-2093 F RATING - 3 HR. F RATING - 1 3 2 HR. PIPE AND CONDUIT PENETRATION PVC CONDUIT PENETRATION DETAIL IN CONCRETE OR MASONRY DETAIL IN GYPSUM WALLBOARD ZN OF '4,S PENETRATION DETAILS ��P� s y N.T.S. L`ANIF-L P. SITE NUMBER: MA3448th i IA AT&T SITE NAME: SALEM HIGHLAND { } 4 70 Hudson ��EM[��]E�� AVENUE MA0105 `�` • DaRgn Group,,1 -min � � t 10 04 10 5511ED FOR CONSRiULTON S B PENETRATION DETAILS communications 40R HIGHLAND AVENUE o 07/12/10 ISSUED FOR REVIEW �Lew oscooO sreeIT 22 KEEWAYDIN DRIVE SALEM, MA 01970euBpOS ry STRE lunezlel II:L Pialsnssss SALEM, NH 03079 550 COCHDUATE ROAD No. DATE REVISKINS S$�,�, ;; ASN AT6 xuMIRR Muxlrlp H B R REV N.nxooveR.n 011 w.I9181s MMM ESSEX COUNTY FRAMINGHAM, MA 01701 (jAL AS SHOWN DESIGNED BY: AT DRAWN BY: $B 3448.01 A-3 1 #6 AWG (TYP ANTENNA GROUND TO GROUND BAR JUMPER :FRGMAN7TENNA � (71'P. 2 PER SECTOR) RRH (TYP. 2 PER SECTOR) STAINLESS GROUND TO SAFE HARDWARE FIBER & POWER GROUND BAR GROUNDING CABLE TWO HOLE COPPER WEATHERPROOFING COMPRESSION TERMINAL KIT(TYP,) SURGE ARRESTOR JUMPER REQUIRED ONLY GROUND BAR OC2-48-80-0-9E WHEN 1-1/4'0 AND LARGER (TYP. 1 PER SECTOR) (TYP-) STANDARD GROUND TO GROUND KIT(TYP.) gy 2' FLEX CONDUIT FOR FIBER & POWER GROUND BAR LOCK WASHER, RAT WASHER, TYP. CONNECTOR ANTENNA CABLE 3/8'x1-1/4' HEX FIBER POWER WEATHERPROOFING TO CABLE TRAY(TYP.) BOLT CONNECTION KIT(TYP.) FROM ANTENNA NUT, TYR FC12-PC6-10E FRAME SUPPORT 3" FLEX CONDUIT GROUND TO COAX GROUND KIT FOR FIBER & POWER GROUND BAR GROUND BAR COMMSCORE KIT NO. GB-0414-IT GROUNDING CABLE EXPOSED BARE COPPER TO BE OR EQUAL KEPT TO ABSOLUTE MINIMUM, NO SECTION 'A-A' INSULATOR ALLOWED WITHIN THE POWER FIBER COMPRESSION TERMINAL(TYPICAL) NOTE- #2 OTE 62 AWG BCW AWG BCW, BONDED 1. 'DOUBLING UP' OR 'STACKING' OF CONNECTION IS NOT PERMITTED. NOTE" 0 GROUND WIRE ALONG 2 OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. DCB-48-60-RM CABLE TRAY TO OGBE/MIGB 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. SURGE 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS ARRESTOR RBS 8801 DIRECT GROUND WIRE DOWN TO CIGBE GROUND TO GROUND TO GROUND WIRE TO GROUND TYPICAL GROUND BAR GROUND BAR GROUND BAR BAR CONNECTION DETAIL CONNECTION DETAIL NOTES: N.T.S. N.T.S. 1. CONTRACTOR TO CONFIRM ALL PARTS. 2. INSTALL ALL EQUIPMENT TO MANUFACTURER'S RECOMMENDATIONS. EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE PLUMBING DIAGRAM AN IDENTIFICATON TAG ATTACHED AT EACH END THAT WLL IDEN]IFY ITS ORIGIN AND DESTINATION. — N.T.S. WIRELESS SOLUTIONS INC. SECTION "P' - SURGE PRODUCERS NO. REO. PART NO. DESCRIPTION ANTENNA COAX ANTENNA COAX ANTENNA COAX ANTENNA COAX 1 1 HLGB-0420-IS SOLID GND. BAR (20'x4'x1 4 CABLE ENTRY PORTS (HATCH PLATES) (02) BOTTOM GROUND WTTOM GROUND BOTTOM GROUND BOTTOM GROUND / ") GENERATOR FRAMEWORK (IF AVAILABLE) (e2) KIT CABLE KIT CABLE KIT CABLE KIT CABLE O2 2 WALL MTG. BRKT. TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND ($2) ANTEN71RARGROUND AX ANTENNA COAX O3 2 INSULATORS +24V POWER SUPPLY RETURN BAR (®'2) TOP ONO TOP GROUND DISCONNECT -48V POWER SUPPLY RETURN BAR (@2) KIT KIT CABLE ® 4 5/8"-11x1' H.H.C.S RECTIFIER FRAMES. d6 AWG GPS EQUIPMENT SWITCH QS 4 5/8 LOCKWASHER SECTION 'A' - SURGE ABSORBERS C".) /2 BCW INTERIOR GROUND RING (12) - GROUAR - GROUND BAR - 23 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (/2)0 METAWC COLD WATER PIPE (IF AVAILABLE) (/2) $2 BCW BOTTOMBUILDING STEEL(IF AVAILABLE) (12) CIGBE 82 BCW 0 TOP CIGBE 1 pOODO 5 0• D D 0 0 0 0_ 4 _ CONDUTIS _ 2/0 BCW TO SHELTER ��� _ = GROUND SYSTEM ®DD °o — ° ° NOTES CABLE 1. BOND ANTENNA GROUNDING KIT CABLE TO TOP CIGBE. TRAY #2 BCW 2. BOND ANTENNA GROUNDING KIT CABLE TO BOTTOM CIGBE. AGROUND BAR - DETAIL it3, OF SCHEMATIC GROA ' IIVG-D 'Ei M N.T.S. SITE NUMBER: MA3448 -"'" J I� AT&T SITE NAME: SALEM HIGHLAND } o ,. Hudson � W AVENUE MA0105 a`&t • Dealon Group,, ® �u.�lYl ) 4, PLUMBING DIAGRAM & DETAILS communications 1 10/04 10 ISSUED MR CONSTRUCTION SB AT N 40R HIGHLAND AVENUE ..,,,_- 0 OT 22 10 ISSUED MR RENEW sB AT �Cr'STI 1.0s00003IIEET 22 KEEWAYDIN DRIVE SALEM, MA 01970 � aoa NUuem ORAwwO NUUM REv 3UU)NG0NORTTSWE2-101 TEL:[9781 sn-s 3 SALEM, NH 03079 ESSEX COUNTY RA NGHAM,, MA ROAD N0. wTE REW: T BY CNN SS/ �;' ".ANDOVER.Rualeu W(978133 86 FRAMINGHAM, MA 01701 (]Iv. ('N°' as SHOWN DESIGNED BY: AT OruwN W. s6 3448.01 G-1 1 l� • ,► _r The Commonwealth of Massachusetts Department of Public Safety State Building Code(780 C\IR)Seventh Edition City of Salem Building Permit Application for any Building other than a i-or 2-Family Dwelling (This Section For Official Use Onlv) Building Permit Number: Date Applied: Building Inspector: SECTION 1: LOCATION IPlease indicate Block is and Lot M for locations for which a street address is not available) CqL n 0. O-A(A 5CnIeA, 0 ci90 No.and Street Cite r Town Zip Code ?lame of Building(if applicable) SECTION 2:PROPOSED WORK If New Construction check here❑or check all that apply in the two rows below Existing Building❑ Repair❑ 1 Alteration ❑ Addition❑ Demulitiun ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes ❑ No ❑ Is an Independent Structural Engineering Peer Review required? 11 Yes ❑ No ❑ Brief GDescpposed Work:Tt1,Z�l1 }hr 2n . ronofT h 4 hP 15 Z Ro of ,,N re -l., e r OD w L �,.�a.-. wild & y rzrl ar ei� S'aM I^c SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Evaluation is enclosed(See 780 CMA 3402.0) ❑ Existing Use Group(s): Proposed Use Group(s): Y Existing Hazard Index 780 CMR 34: Proposed Hazard Index 780 CMR 34: SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Flours/Stories(include basement levels)&Area Per Floor(sq.ft.) I % a- A,,(rj NI g I IVIA Total Area(sq.ft.)and Total Height(ft.) I (1/ irl 011 - NO- I N a SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 ❑ A-2r ❑ A-2ne❑ A-3 ❑ A4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ R Facto F-I ❑ F2❑ I H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ 1: Institutional 1-1 ❑ 1.2❑ 1-3❑ 1-4❑ M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage 5-1 ❑ S-2 ❑ U: Utilityis I Special Use[land lease describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) � I.A ❑ 18 El IIA ❑ IIB ❑ IIIA ❑ 11180 IV VA C3 VB El SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public❑ Check it outnrde Flood Lone Indicate municipal ❑ A trench will not he Licensed Oi,puwd Site Q i I required 0101,,r trench err,pec;fv;(ee are 1 PeA I'rrcate❑ ur u:Jen uic Lana: I or,.n.rte�r�trm j N i permit a endo,ed❑ I ftailroad right-of-way: Hazards to Air Navigali n: I ll:\Ile-barn Comnn.......R�urn l'rr.r..: Y-oe.•4;cy''� \off .1)•plr:e('Ie I.'`l n:iuuc i,chin au' rt.r r tih arra' I,their ll•Icted.' l :n,rnt u.14udal antiL:.cJ❑ )e.❑ orN,10 � 1"e,❑ \o SECTION 8:CONTENT OF CERTIFICA rE OF OCCUPANCY I d t,o I ( 1" .... C..c l r ul.r (n pc ni l un,trtn uun' Uc arpanl (...W I'er 11 a r I)nC,tl, t uidw,: w to.m`.+t,rrnOvr •Icm': `•}`cuar'+upulalurm extc5T ri€ v� A77TCA'N/5 d I,. t 'i. if SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Properly lhvnrr Ar�er;�a� 'jb4zt Name(I'nnt) No.and Street City/Town Zip t!, ;q PruprrN'Uo'ner Contact information: Title Telephone No.(business) Telephone No. (cell) e-mailaddress I(applicable,the property.nvner herebv authorizes .Name titrant Addre.s City/Town Stale Zip u' to act on the pro arty owner's behalf,to all matters relative to work.unhorized by this building permit a + plication. If SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) 0 llf buildin•is las.than 35,1xx)cu.tt.of enyk+sad. ace and/or not under Construction ConWl then check hem O and skip Saa'lio 1 10.1) 10.1 Registered Professional Responsible for Construction Control ioq T3o }. Name(R intra t Telephone N e-mail address Registration Number ,l So ��;/) A e ' ue�ei 1� a 3 `.. Street Address City/Town State Zip Discipline xptration Date 10.2 General Contractor J_AC 4a,/A I'^ Company Name: Name of Person Responsible for Construction License No. and Type if Applicable �iJka Street Address City/Town State Zip I',# Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 2506)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Is a signed Affidavit submitted with this application? Yee 0 No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=S 1. Building S BuildingPermit Fee=Total Construction Cost x _(Insert here i; 2.Electrical S appropriate municipal factor)=S 3, Plumbing S 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5. Mechanical (Other) S Enclose check payable to 6.Total Cost is (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate hp the best ut my knowledge and tmderatanding. 19ea.epnnt.indahnname title ivlephone-.No. Date 4 I vend Wdre" (llc;7uayn Zip >funicipal Inspector to fill out this section upon application approval: 127 Name Ua to LETTER OF AUTHORIZATION SITE NO: 305035 SITE NAME: Salem MA 8 ADDRESS:0 Cain Rd.,Salem,MA 01970 APN: I,Richard Rossi,Vice President,Contract Management of American Tower*, owner of the tower facility located at the address identified above(the"Tower Facility"), do hereby authorize AT&T MOBILITY, its successors and assigns, ("AT&T") and/or its agent, to act as American Tower's non-exclusive agent for the sole purpose of filing and consummating any land-use or building permit application(s) necessary to obtain approval of the applicable jurisdiction for AT&T's installation of its antennas and related telecommunications equipment on the existing tower and Tower Facility. This installation.shall not.affect adjoining lands and will occur only within the area leased by American Tower. We understand that this application may be denied,modified or approved with conditions. The above authorization is limited to the acceptance by AT&T only of conditions related to AT&T's installation, provided that any such conditions of approval or modifications will be the sole responsibility of AT&T. The above authorization does not permit AT&T to modify or alter any existing permit(s) and/or zoning or land-use conditions or impose any additional conditions unrelated to AT&T's installation of telecommunications equipment without the prior written approv f-American Tower. Signature: Print Name:,' char Rossi Vice resident,Contract Management erica n Tower* NOTARYBLOCK Commonwealth of Massachusetts County of Middlesex This instrument was acknowledged before me by Richard Rossi, Vice President, Contract Management of American Tower (Tower Facility owner), personally known to me(or proved to me on the basis of satisfactory evidence)to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same. WITNESS my hand and official seal,this 7¢h day of December,2010. NOTARYSEAL Notary Public My Commissio res: I 0 •American Tower as used hj Y "arty dgoinktl.as American Towers,Inc.and any of its affiliates or subsidiaries. • e =+s i a i CITY OF &UEm, T7ASSACHUSE17S BUILDING DEPmaNIENT 120 WASHINGTON STREET,3' FLOOR TEL (978)745-9595 FAX(978) 740-9846 KINIBERLEY DRISCOLL MAYOR THOMAS ST.PIERR6 DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER CONSTRUCTION CONTROL DOCUMENT Project Title: MA3057 - SALEM -0 CAIN ROAD Date: 12-13-10 Project Location: 0 CAIN ROAD, SALEM, MA Scope of Project: WIRELESS TELECOMMUNICATIONS EQUIPMENT UPGRADE In accordance with SECTION 1160-116.4.2 of the 6th edition of the Massachusetts State Building Code I DANIEL P. HAMM Mass, Registration Number 40720 being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [xj Entire Project [ ] Architectural [ 1 Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and AGREE that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2: 1. Review of shop drawings,samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general,if the work is being performed in a mariner consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress repo OF inent continents. Upon completion of the work.I shall submit to the building official a fun P P g � Ak1@L� y� satisfactory completion and readiness of the project for oecupan y. o HAMIv1 m' v CIVIL Signature and Seat of registered professional A No.40720q �SS��NAL Etac'�a PROJECT INFORMATION 3;yw Rr SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS _:`.` � � ' �� SITE ADDRESS: 0 CAIN ROAD SALEM, MA 01970 LATITUDE: 42.49311' (4729'351 N "may. WIRELESS R. LONGITUDE: —70.93833' (-70'56'18'7 W JURISDICTION: NATIONAL, STATE k LOCAL CODES OR ORDINANCES C CURRENT USE TELECOMMUNICATIONS FACILITY SITE NUMBER• 3057 PROPOSED USE: TELECOMMUNICATIONS FACILITY S NGC# 866-915-5600 CONSTRUCTION PM: CWTELECOM (508) 581-9168 (TOM ) SITE NAME: SALEM 2 LAND USE PM: C&W TELECOM (508) 581-9168 (MARGARETARET SMITH) i DRAWING INDEX REV VICINITY MAP GENERAL NOTES T-1 TITLE SHEET 2 FROM BOLTON: RT. 128 NORTH TO RT_ 129 FSST. FOLLOW FOR ABOUT FOUR TO FIVE MILES GN.1 GENERAL NOTES 2 AND TAKE A LEFT ONTO RT. 107 NORTTH (WESTERN AVE.). FOLLOW ABOUT ONE MILE AND YOU'LL GO OVER A SMALL BRIDGE (MIDDLE AND CITGO STATIONS ON CORNERS) AND UP A C-1 COMPOUND PLAN 2 HILL HEADING TOWARD SALEM. JUST EBEFORE THE POINT WHERE RT. 107 BECOMES A 1. THIS DOCUMENT IS THE CREATION. DESIGN, PROPERTY AND COPYRIGHTED WORK OF A-1 EQUIPMENT PLAN 2 DIVIDED HIGHWAY, TURN LEFT ONTO CAMN ROAD. (AT CAMPFIRE BOYS AND GIRLS CAMP). SINGULAR WIRELESS. ANY DUPLION AN OR USE WITHOUT ENT AG CI S F CONSENT IS THE SITE IS AT THE TOP OF THE HILL. ON THE RIGHT. ) STRICTLY PROHIBITED. DUPLICATION AND USE U GOVERNMENT AGENCIES FOR THE A•2 ANTENNA LAYOUT AND ELEVATION 2 PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE A3 DETAILS 2 FUNCTIONS IS SPECIFICALLY ALLOWED. E-1 ONE-LINE POWER DIAGRAM 2 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY G-1 GROUNDING,ONE-LINE DIAGRAM 8 DETAILS 2 Tu g ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE RF-1 ANTENNA CONFIGURATION 1 COLOR CODING 2 ^^ ! P4' �a�k DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT RF-2 RF DATA SHEETS 2 z j } T0 Na a gs p` t S GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE CINGULAR WIRELESS REPRESENTATIVE IN t .G� •..? Ro ,.a•-� WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR ��y,� tt ��► ,.>Q'y� : �: SAME. A. $•� td bail PROJECT g gr';.aonl ,P� �ra TITLE SIGNATURES DaTEt r :� SITE a u k PROJEICTT MANA(SER I {ENTl ANN r,qt ¢dy. LUCENT PROJECT MANAGER I W EQUIPMW Kit ENGINEERING RF ENGINEERINGMSl J' t �� .. Ktl tte ncm T OPERATIONS '9w /A.,j MPMENTATION �C ACONyyy - 1, a�f M, Ra 1 t 3 WORKING DAYS s PROJECT MANAGER a.RI3 �UCnONC`y � 'WI�F 11Jpd Q' Q. t`6z s REAL MATE °-)q'"l•'r} `�„�,:.:. _ _ PROJECT MANAGER OS ... r:J `e` '^`.Ri'�.>^`'I." E A)ods NfAVTF `� • .• k BEFORE YOU DIG CALL TOLL FREE 888—DIG—SAFE N UNDE VICE ALERT DANIEL r. r - SWINDSORST - WIRELESS HAVERHILL MA 01800 - - Y L _ -- SITE NUMBER:3057 � ..- . _ O - ._. _ - _R -. y Q'J/23/OS WS<.REVISIONS -. P 1. , ._ I ' N ESS H UdSOrt ® ® SITE NAME:SALEM 2 c i n g u I a r , as/zs as nN OQNSmucnm Q P OPN 0 TYLE SHEET Design Groupls - 0 CAIN ROAD WIRELESS Lucent Technologies Q 02/zz/as ISSUED MR CONSmIJcnON DAP DPN ERICSSON UMTS (INDOOR) C 8 W Telecom,LLC Bell Labs Innovations SALEM, MA 01970 580 MAIN STREET ( _ `'C;,TEL: Id V)$M9�913 N0. DATE REVISIONS BY CHN P' <t �� B XUURR DRAMXG NUMBER -_.REv FAX: IB)BI-S -5586 •Sulising the Communkgibn of Tomorrow �' ESSEX COUNTY BOLTON, MA 01740 NOT sJowN OESIGRm Br: aP QRAwX ar: aw 3057.01 T-1 2 GROUNDING NOTES GENERAL NOTES 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING CONTRACTOR - LUCENT 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUJCTION) ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE OWNER - CINGULAR SHALL BE ASTM A36 (Fy - 36 ksi) UNLESS OTHERWISE NOTED. PIPES AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING SHALL BE ASTM A53 TYPE E (Fy - 36 kBl). ALL STEEL EXPOSED TO PROTECTION CODE, AND GENERAL COMPUANCE WITH 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO .AND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A TELCORDA AND TIA GROUNDING STANDARDS. THE CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE COMPATIBLE ZINC RICH PAINT. SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHTT TO ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. THE ATTENTION OF CONTRACTOR. 16. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND 'GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF CINGULAR 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT SITES.' 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCIES. TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF )ANY CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF - PUBUC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. BELOW GRADE, BY TWO OR MORE COPPER BONDING CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES CONDUCTORS IN ACCORDANCE WITH THE NEC. COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND PRIOR.TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. APPLICABLE REGULATIONS. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTINGPER IEEE 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING ( TO SHOW OUTLINE ONLY. NORMAL OPERATION. ANY WORK ON EXISTING EQUI?MEM MUST BE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR SUBCONTRACTOR SHALL FURNISH AND INSTALL 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMIPLETE AFTER MIDNIGHT. ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE 8. 'KEYING LIST' SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS TI-LIAT TAKEN.WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC 4. METAL RACEWAY SHALL NOT BE USED 15 THE NEC WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OIF RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOPR. WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN DANGEROUS EXPOSURE LEVELS. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIE ALLY INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. STATED OTHERWISE. 20. APPLICABLE BUILDING CODES: SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON 1THESE STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CONNECTED TO THE MASTER GROUND BAR WITH GREEN SPACE FOR APPROVAL BY THE CONTRACTOR. CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 SHALL GOVERN THE DESIGN. AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWO 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, PO)WER BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE, 6TH EDITION STRANDED COPPER FOR OUTDOOR BTS. AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNODING ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS _ AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CONNECTIONS BELOW GRADE FOLLOWING STANDARDS: 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, 7. APPROVED ANTIOXIDANT COATINGS (I.E, CONDUCTIVE GEL PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PARTAMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTIONN OF REQUIREMENTS FOR STRUCTURAL CONCRETE; OR PASTE) SHALL BE USED ON ALL COMPRESSION AND OWNER. BOLTED GROUND CONNECTIONS. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCfRAP 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWONER'S THE TOWER GROUND BAR. DESIGNATED LOCATION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STANDARDS FOR STEEL 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES; REFER CONDUCTOR SHALL NOT BE USED FOR GROUNDING AMERICAN CONCRETE INSTITUTE (ACI) 301. TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. CONNECTIONS. .FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL AIR-ENTRAINED AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL. REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. REQUIREMENTS. SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. ABBREVIATIONS 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FIRINGS OR BY AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. _ AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED BTS BASE TRANSCEIVER STATION TBR TO BE REMOVED (E) EXISTING �[.�F (,ppL. SCALE TBRR TO BE REMOVED X' AND REPLACED EG EQUIPMENT GROUNDFp� F R TYP TYPICAL EGR EQUIPMENT GROUND RI �Lf .6 LR�UI A, 3 WINDSORST - HAV2RIIILL MA 0IB30 © �. _ 2 05/33/03 MM. REN510115 JL I NfYLAm WIRELESS - _.` __•. p ® O .> - /� n lar 03/2z/Ds IS4Um iDR�uCON51NlIC110N DP 0 N � _ r r Hudson Ling Ula J l� GENERAL NOTES _ Deslpn GrXw e - SISIT NAME:MIA 27 ® .. wIRELEss o a2/ / n, r E OTE Lucent Technologies0 CAIN UMTS (INDOOR) liL 16171549-3913 -__ C 8 W'.T¢lecom,LLC _ _ _ ..SALEM, MA 01970 - - No. DAM RBNSIONS BY wK ON S - , ERICSS Bell Labs Innovations' - - - --- --:580 MAIN-STREET - - FAX:X9781-33tr5 6 Bolmng fne common catlanortomarrow' ESSEX COUNTY BOLTON, MA 01740 , NOT SHOT 0ESI0NED rn. IIP ORA. BY: aro W V " - 3057.01 GN-1 2 II �5�g .� ZO�G6 I� (E)CINGUTAR (E) 10' WIDE GATE SHELTER (E) COAX PORT EXPAND (E) COAX PORT TO ALLOW NEW 20 PORT, SEE DETAIL 3/A-3 (N) GROUND BAR (E) corvcRErE (N) COAX (12) 1-5/8' LINES (E) COAX ICE FourvonnoN W/ (N) SNAP—IN HANGERS ON BRIDGE (E) CABLE LADDER, SEE DETAIL 2/A-3 (N) MODIFY (E) ICE BRIDGE TO ACCOMODATE (N) 1 5/8' COAX. Sao SEE DETAIL 2/A-3 (E) CINGULAR COAX TO BE REPLACED & REMOVED 777777 (E) EQUIPMENT (E) COAX ICE BRIDGE 0 CQ� (E) 10' HIGH O CHAIN INK IGH COMPOUND PLAN 10 5 Q 5 ,D FEET SCALE: i"=5'-0" .. swlNosoR sr WIRELESS HAVERHILL MA.183G - - — - - �l — _ SITE NUMBER:3057 O 0 _ I a r , D5„=,�MISC. REV BANS v L. 4T7 HU\75011 ® - SITE NAME:SAI C�ngU COMPOUND PLAN De31 n Groupuc 0 CAIN ROAD WIRELESS 1 D3/ze/D5 FINAL CONSIRVCIION DIP DPH UMTS (INDOOR) 9 o az/zz/os Issum Eat corvsrRucnoN aR DPH rn at v u = Lucent 7echnologles �is1E a �� ERICSSON DOOR) ziEc Sill 5aS as15 ”. C & W Telecom,.LLC - - SALEM, MA 01970 - - No. DATE RNSIONs B. CHK s - P\ aNJMPG NuwNc ruuam RLv FAx119Te a3esses -^: BBBLBbSIRRDVZtIDn$ -.::.�.. - ESSEX COUNTY .;580 MAIN STREET ,SSf��I��,:`.o C-1 2 9uAling the CommunkoPon of Tomormw' - BOLTON, MA 01740 C r• NOT VIM DESIDNED er: DIP DRAWN V. 0.ID 3057.01 (N) GROUND BAR (E) OPS ERICSSON INDOOR DIMENSIONS AT EXTERIOR ANTENNA HATCH PLATE CABINET DEPTH x WIDTH x HEIGHT (N) EXPAND (E) COAX INDOOR RBS 3206 15.8'x23.6x72.8" PORT TO ALLOW NEW 4.3 (E) CABLE A INDOOR BASE 15.8'z23.6'x3.00" PORT SEE DETAIL 3/A-3 ENTRY . . . . . . MG9 . . . . . . . . . . (E) ELEC . . . . . . . . (E) TELCO BACKBOARD ERICSSON INDOOR WEIGHT & FLOOR LOADING u ((�M»''. (E).uF. [�j CABINET APPROX. MAX. WEIGHT MAX. FLOOR LOADING FRONT- RACKE(DSX) - - 1 FRONT INDOOR RBS 3206 440 LBS 170 LBS/FT2 . � ! 1 IN) PDU TELCO(N) CCUFAONt . . .Nr .NY.' FRONT.'.' ' FRONT .. (E) RCF - (E) RCF - 1 (E)MF I 0 1 1 1 - ERICSSON INDOOR MINIMUM CLEARANCES .:.:.;.:� . 1. . (E) NOKIA DIRECTION MINIMUM CLEARANCE . i'. .'. . CABINET REAR AND WALL 0' romaE 1 (N) DIPLEXERSNaKu "D ^ J . . . . CABINET SIDE AND WALL 0• MOUNTED ON CABLE RACK . .1_ '. .1.'.'. . . . . ABOVE THE CABINET 18" . . .1. . . . . (E) GENERATOR ROOM U . . . . . . . .1. . . . IN FRONT OF THE CABINET 40' . .'1 1.' . . . . . . . . . . . . .1. . . . . . . . . . . . . . . . . . . . 1. J 6 B G UNITS (E) SHELTERIER ROOM BTS INDOSONOR RBS BINE . . -. BTS INDOOR CABINET . .. ' LEGEND M., EEDE Win STS CABINET (G.C. TO .RUN FROM (E) EQUIPMENT ABOVE PMR BD nD O PROPOSED EQUIP. - & SEW IN RACK) w 27r_Bn F FUTURE EQUIP. L---J CONDUCTORS AND RACEWAY TO EQUIPMENT PLAN BE FURNISHED & INSTALLED BY SUBCONTRACTOR INDOOR ERICSSON UMTS (E) CABLE TRAY SCALE: 1/2'=1r—O' 0 1'-0' 2r-0' 4'-0' 6'-0' �5e /yy�nr (N) CABLE TRAY EQUIPMENT DETAIL N.T.S. &"+�{ Gf {?SJhCY DA.' iEE L. P. 3MOST ST - WIRELESS HAVERHILL MA 01930- - - 1 - _ O T ,] _ .SITE NUMBER 3057 ® . - 2 05/9/05 MISC.REVISIONS _ P L �/t _ _ — HUCIS0�1 = ® O —SITE NAME SALEM "C�I1gU�aPVI 407�C N EQUIPMENT PLAN Deslgn Group. 0 CAIN ROAD WIRELESS 1 03/9/05 FlNAL CONSIRUCTKIN QIP DPH _ . _ Lucent Technologies 0 02/22/05 ISSUED FSR CONSrRuanoN om DPH CISTEk''1 c, ERICSSON UMTS (INDOOR) 'TEL:IAV15493913 - C. C $ W Tglecom.:LLC -2- SALEM, MA D197D - '.'NO. :DATE REVISIONS. �� .;-: W CHK Pr C� ^ NDIBER ORIMINB MNBFA" NW ' ., _ '.Bell Labs Innovations .,s6o MaN-sTREE7_ .,. gt , , a" -FAX: (081J365s96 '9ue'ding me communication ortomo,row' ESSEX COUNTY BOLTON, MA 01740 (STr E-�5' • NOT SHORN DESIGNED W. PIP ORNA' 9Y: nrP 3057.01 A-1 2 • E) ANTENNAS (BY OTHERS) (E)ANTENNAS -ttP. (9Y OTTERS) UBY (E) CINGULAR NOTE: ANTENNAS NOTE: NOTE:* (N) CINGULAR ANTENNA TYPICAL TOWER ELEVATION OYP. 3 PER SEDTOR) TYPICAL TOWER ELEVATION REFER TO THE FINAL RF DATA (TYP, OF 2 PER SECTOR) & ANTENNA LOCATION ONLY. & ANTENNA LOCATION ONLY. SHEET FOR FINAL ANTENNA ACTUAL TOWER & ANTENNA 153'-0"f ACTUAL TOWER & ANTENNA SETTINGS. REPRESENTATION VARIES. (E) RAD CENTER (AGL) REPRESENTATION VARIES. 153•-0"f (N) RAD CENTER (AGL) RF TABLE SECTOR SECTOR ANTENNA MAKE ANTENNA AZIMUTH RAD CENTER MECHANICAL LMU & GPS NAME & MODEL COUNT DOWNTILT HEIGHT 1 ALPHA 00-10 8 2 30' 153•-0"3 0" KATHRE 22 1 KATHREIN CINGULAR (E) SST 2 BETA 800-10121 2 150' 153'-0'i 0" SHELTER OR (E) SST ICEBRIDGE KATHREIN 3 GAMMA 800-10121 2 270' 153'-0'f 0' 15.18' NQIE: TDMA 850 - (N) CINGULAR ANTENNA RX TDMA 850 (TYP. OF 6) AN ANALYSIS FOR THE CAPACITY GSM 850 RX J w 850 TDMA OF EXITO T T STRUCTURESHE SED - SEE DETAIL 1 G-1 THE G II G-1 RX GSM 850 �j o 850 GSM TX RX Z z 1900 UMTS / EQUIPMENT SHALL CT DETERMINED ALPHA J SECTOR LP p11 850 TDMA 1900 CSM PRIOR TO CONSTRUCTION. TDMA 850 30 850 GSM TBRR TX 1900 UMTS (E) CINGULAR AVIENNAS TO 1900 GSM f1 8E REMOVED SECTOR ALPHA TDMA 850 1 F+ ` ' ) PER RECTOR) TBRR 30" TX (J ((( Tom- TDMA 850 RX GSM 850 SECTOR GAMMA TX/RX (E) CINGUUR ANTENNAS TO 850 TDMA 270• BE REMOVED AND REPLACED 850 CSM OYP. 2 PER SECTOR) 1900 UMTS 1900 GSM EXISTING TBRR SST SECTOR GAMMA 270• EXISTING SST 15.18' • TDMA 850 TDMA 850 ` RX RXI— GSM 850 i- GSM 850 850 TDMA TX/RX %J TX/RX 850 GSM 850 TDMA J �p .i 1900 UMTS 850 GSM �'y 1900 UI�(`f`E' TDMA 850 1900 GSM MTS Jcp`I z TXZ�f TBRR 1900 CSM T (E) 7/8" COAX TO TBRR BE REMOVED TDMA 850 SECTOR BETA SECTOR BETA RX 150• 150' (N) 12 LINES OF 1-5/8' COAX GSM 850 MOUNTED TO TOWER LEG TX/RX SEE DETAIL 5/A-3 ( 850 TDMA E) GPS E)GP8 850 GSM 1900 UMTS 1900 GSM (E) SHELTER TBRR (E) SHELTER (N) ANTENNA CONFIGURATION (E) SELF SUPPORTING TOWER I SELF SUPPORTING TOWER ELEVATION & ANTENNA DETAILS 0'-0" (AGL) ELEVATION & PLAN VIEW 0•-0' (A � s SCALE: NTS GROUND REF. SCALE: NITS GROUNI P. 3 WINI ST _ �L WIRELESS HAVERHILL,MA a 1800 _ SITE NUMBER:3057 - _® _ ^I NWS -. - - - y __ 2 OS/2.3/05 YISC. REVISIONS _. - P s.�- _. _ Hudson ® O SITENAIME:SALEM2 dingular 0 ANTENNA LAYOUT AND(INDOOR)1 03/23/05 RNA WNSTRIICRON PLR aP" A �- ERICSSON UMTS INDOOR Design Groupuc 0 GAIN ROAD WIRELESS DIP 0PN ( ) TEE. 6I715d93913 „� .Telecom,LLC, LUCBfIt Bell La 11C)OJ�25 .SALEM, MA 01970 0 02/22/05 IssuED TOR COI b)STEK,. x• n-dv_.• _ ...._-, SBeII Labs lOnoVa110n4 -.� - .- - 580 MAIN,STREET- ,.. No. .DATE _ REVISIONS , 6r CHK P' tNST rt p•:-\e�' MINBER OPAAIeGMNBFB. 'Re• FAX:IsSe133assm .•. 'ESSE)X COUNTY •••.._ _.. _ f 't ,. "8voin9 the Communication onomonow BOLTON, MA 01740 • NOT SHOWN DESIGNED BY: DIP DRAWN BY: WP � 3057.01 A-2 2 PROVIDE CABLE ENTRY EXISTING EXTERIOR WALL PANEL ON EA. SIDE OF 2X BLOCKING BETWEEN STUDS • WALL, SEE TABLE 2. SEE NOTE 1 T '000 COAX CABLE SEE NOTE 2 BOOT t CUSHION ASSEMBLY, SEE TABILE 1. 3/8'U-BOLTS 12'� I • • KATHREIN DUAL 1 BAND ANTENNA ICE BRIDGE SUPPORT AND KATHREIN 800-10121 12' CHANNEL WALMONT19 of (88'/4') B-501 OR EOUIAL FRONT VIEW DIMENSIONS A 55.8'Hx10.3'Wa5.9'D isal (TYP. OF 6) Iasi (N) 1MA/DIPIEXER T •O O O O. MOUNTED TO PIPE m O O O O 1 DODO EGB TO GHRAWND RING (E))ICE BRIDGE IXR LO (N) JUMPERS EXIENDED T TRIANSA115SON LINE TABLE 1 FRONT VIEW TABLE 2 SECTION HANGER BRACKET BY VALMMT, VALMONT BOOT k VALMONT CABLE KATIiRDN DUAL INC. OR EQUAL MAXIMUM CARIE 9ff CUSHION ASSEMBLY Na CARES ENTRY PANEL A dl/2- NOTE:BAND ANTENNA HORIZONTAL AND VERTICAL KATHREIN 800-10121 EXISTING ANTENNA SPACING IS 4'-0' O.C. (88'/4') PIPE MOUNT MODIFY AS REOUIRED FOR NEW COAX 1/Yo 91346A I 8574 5' DIMENSIONS 55.8'HR10.3'Wx5.9'D (N) ROU 7/8'0 B537A Z TO 4 B575 25 1/2' (TYP. OF 6) 1 1/4.0 81152A 5 TO 8 8576 25 1/2' 1' 1' 1 5/8.0 B535A 9 TO 12 81118 39 1/2' NO E5: ANTENNA MOUNTS AND COMPONENTS SHALL - - CONFORM 70 NEW STRUCTURAL CALCULATIONS I 1. SEAL PERIMETER OF CABLE ENTRY TO SURFACE OF WALL W/A ONE COMPONENT AND MANUFACTURER'S RECOMMENDATIONS i POLYURERiANE BASE ElASTOMERIC SEALANT. (PERFORMED BY OTHERS PRIOR TO CONSTRUCTION) a a 2. FASTEN CABLE ENTRY TO WALL W STAINLESS STEEL SCREWS W/LEAD SHIELD INSERTS INTO BRICK, MASONRY,AND CONC. USE TOGGLE BOLTS INTO SND WALS. •�� I . o m o ANTENNA MOUNT DETAIL ti CABLE ENTRY PORT N.T.S. N.T.S. 3' i COAX CABLE SUPORT SNAP-IN HANGER, 1-5/8' COAX — N.T.S. - VALMONT INDUSTRIES, INC. P/N/B1562 SNAP-IN HANGER, 7/8' COAX T-UNE ADD-ON DOUBLE LEVEL BRACKET, - VALMONT INDUSTRIES, INC. P/N/91560 ADDS(7)37/4'HOLES AND (6)AVAILABLE 7/16' HOLES(INCLUDES HARDWARE TO ATTACH TO END OF'WANDABLE DOUBLE T-UNE BRACKEY) VALMONT INDUSTRIES, INC. P/N/802144 s °. NOTE: ° ° ° CONTRACTOR TO FOLLOW RECOMMENDATIONS ° ° OF THE STRUCTURAL ANALYSIS, REGARDING °'° '° REWIRED TOWER REINFORCEMENTS AND COAX MOUNTING ° IP. ° � COAX CABLE SUPORT COAX SNAP-IN HANGER - N.r.s. N.T.S. H T )44. �W' fIn 5: p pP.f Icl F. • 3 WINDSOR ST _ IRELESS NAVER L_Li A01&]0 - _ -- -SITE NUMBER:3057 ® _. -_- - _ - - — - - - _- _ E,� ° p 2 0.5/7.1/05 MIM RENAONS ° I) 417 Q ' -f1Udson ® } SITE NAME:SALEM 2, `jlnyular ` `. . ANTENNA CONE RATIOW Deslpn Group. - 0 CAIN ROAD �•/WIRELESS 1 w �FlN+L DONstauc�aN wR oRH IG( ) Lucent Technolo Ie5 o W rssum FOR coNsmucroN aP DPN �/ cT ERICSSON UMTS INDOOR - -iec lalT-3as3vls _, , C & W Telecom,LLC. �, 9 _ SALEM. MA. 01970 I :. -,. -.s No. mw . ..: E:ResswNs - r qM pM �"f CLiT�KE V °Ax:!°791-336ssee BAB LB6E 1TIROV3TIOn3 ' �_ ESSEX COUNTY - 5$O MX a1,im NA,an °PAA1NG 1AO6'° I �TV VMe Comm°nic n nor Tom W BOLTON, MA 01740 scuE Nor ypWN e,.; 0JP OPAWH ar: pMP 3057.01 A-3 2 PROVIDECD BY OTHERS 4-1/C-2/4 AWG RHH OR RHIN TYPE IN CABLE RACK (BY OTHERS) - (NOTES 1, 2 k 4) J2 AWG STRANDED RHH OR RHW IN CABLE RACK (SEE NOTES 2 k 4)—(BY OTHERS) CC 1• __ __ ___ ________i I I GNO 1 I GND (+24V) 1 v� �0 `o +24V PDU j • (+) • j ' I 1 •GND +24V I •• • L iI I I 1 1 1 I I I I I 1 PROVIDED BY OTHERS 1 1 ERICSSON 1 I UMTS 12 AWG STRANDED RHH OR I 1 RHW (SEE NOTES 2 h 5) I 1 1 I ------------------- I 1 I • I (E) MGB (Q +24V/1200A POWER BOARD NOTES: 1. CABLE TO UMTS SHALL BE COBRA COP—FLET( 2000, FLEXIBLE CUSS 4. TFHE POWER CABLE AND GROUND CABLE SHALL BE CONNECTED TO 5. INSTALL FOUR (4) 80A OVERCURRENT PROTECTIVE DEVICES DIRECTLY B. STRANDING OR APPROVED EQUAL THIE RESPECTIVE DC DISTRIBUTION PANEL AND MGB. THE OTHER TO DISTRIBUTION BUS IN EXISTING POWER BOARD. WHEN SPACE EPND OF THE CABLES SHALL BE COILED ABOVE THE BTS AND ALLOWS, PROVIDE CIRCUIT BREAKERS RATED TO MATCH EXISTING 2. THE USE OF 4-1/C #4 AWG RHW OR RHH IS ACCEPTABLE FOR SIHALL BE OF A LENGTH SUCH THAT WHEN UNCOILED WILL BE 52' POWER BOARD SHORT CIRCUIT RATING, OTHERWISE INSTALL CABLE NOT TO EXCEED 33FT. FOR LENGTHS GREATER THAN 33FT. AIBGVE THE FLOOR OVER THE POSITION OF THE BTS. CABLE BUSSMANN TYPE TPL FUSE (FACTORY MODIFIED, ENGINEERING CONSULT ENGINEERING FOR CONDUCTORS. CONNECTIONS TO THE STS WILL BE BY OEM. CABLE TO BE APPROVED) IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS EXTENDED AND SEWN TO RACK BY OTHERS. FOR INSTALLATION OR INSTALL ENGINEERING APPROVED AUXILLABY 3. EXISRNG +24V DC POWER SYSTEM SHALL BE AUGMENTED TO BREAKER PANEL SUPPORT INDOOR BTS EQUIPMENT. POWER SYSTEM N+1 REDUNDANCY SHALL BE MAINTAINED. IF REQUIRED, ONE 100A MODULAR RECTIFIER SHALL BE ADDED TO EXISTING POWER PLANTS. FURNISH AND INSTALL CIRCUIT PROTECTION AS SHOWN AND RATED TO MATCH EXISTING PLANT. CINGULAR WILL BE RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE EXISTING DC POWER PLANT CAPACITY TO SUPPORT THE ADDITION OF THE NEW BTS EQUIPMENT DC POWER DETAIL ,y�N OF Mgss9 a% 3 WINDSOR"T _ —' WIRELESS HAVER ILL.MA.1SW - - SITE NUMBER:3057 ® - I S Hudson - - - cingular 2 05/23/05 MRC RM90N5 J �N fi SITE NAME:SALEM 2 Dc POWER DETAIL Design Groafwc ..� - - 0 I w/z3/o5 RN.i cONsmucrwN wR orH . Lucent Technologies 01 CAIN ROAD W RECESS 0 02/22/05 R 0 FOR WN" nN WP DF flj Ffr icy ERICSSON UMTS (INDOOR) lEr617J3R9.39,J3:�, C 8 W Telecom,LLC SALEM, MA X01970 F -. ._.. BellUbslnnovatons —.--.580 MAIN,STREET W. MR: ,___..,RMsoNs tN eNx w FS C;' a xuxSeR OFAwxe Mn•cR Rm FA%: I978I336s586 \.. ESSEX COUNTY . . .- , _ 3057.01 'eWaing me Communication oRomonow BOLTON. MA 01740 NOT yp 06�N2p ert Op gyym gl; OIR E-1 2 FROM ANTENNA GROUND LUG (N) TO ANTENNA ALAS GROUND BAR CIGBE HARDWARE TOP OF TOWER STANDARD GROUNDING KR(TYP) WFATFIQtPR00FlNG TY70 HOLE COPPER (AS REQUIRED) KR (TYPICAL) GROUNDING CABLE COMPRESSION TERMINAL JUMPER REQUIRED ONLY /2 RA,G DOW ��1)i/4'1 AND LARGER ROUND R�) GROUND BAR LUG (TYP) /6 AWG (PROVIDED WITH GROUNDING KR TYP) A CONNECTOR E EVADION A WEATHERPROOFING ANTENNA CABLE KIT (TYPICAL) TO CABLE TRAY MP.) LOCK WASH. FLAT WASHER, TYP. k FROM ANTENNA 3/8"x1-1/4' HEX COAX CABLE BOLT (TYP FOR'�) FRN.IE SUPPoRT NUT, TIP, GRANIEOUND 8Vt (CIGBE) COAX GROUND KR BOTTOM OF TOWER STANDARD COMMSOOPE KR NO. CB-0414—R GROUND BAR GROUND KR(TYP.) OR EQUAL GROUNDING CABLE EXPOSED HARE COPPER TO BE KEPINSULATION ALLOWEDBSOLUTE WITHINTHE NIMUM, NO (2) 12 AWG B /6 AWC LUG /2 AWG BCW SECnON 'A—A' COMPRESSION TERMINAL(TYPICAL) 2 AWG BCW', BONGED TO BTS VIA 7FAY OR ICEBRIDGE 0 GROUND WIRE ALONG NOTE GRADE CARIE 1FUY TO gGBE/MIGB 1. bWBIINHI 11P' GR! 'STACKING' E CONNECTION R NOT PERMITTED. N4IE� 2 OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. 3 CPDWELD DOWNIEA.DS FROM UPPER EGB,LCWER EGB,AND MGB. 1. DO NOT INSTALL CABLE GROUND KI AT A BEND AND ALWAYS 2 AWC BCW DIRECT GROUND WIRE DOWN TO CIGBE IN GROUND GROUND WIRE TO GROUND TYPICAL GROUND BAR a) BAR CONNECTION DETAIL 0 CONINECTION DETAIL ANTENNA CABLE GROUNDING N.T.S. — N.T.S. N.T.S. ANTENNA ANTENNA MOUNT EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH ENDA ILIDENTIFY TOWER/MONOPOLE ORIGIN AND DESTINATION. ANTENNA AMPLIFIER SECTION 'P' — SURGE PRODUCERS 16G WIRELESS SOLUTIONS INC. CABLE ENTRY PORTS (HATCH PLATES) (#2) CABLE 4 GENERATOR FRAMEWORK (IF AVAILABLE) (#2) GROUNDING KIT NO. REQ. PART NO. DESCRIPTION TELCO GROUND BAR UPPER1 1 HLGO-0420—IS SOLID OND. BAR (20-x4-xI/4') COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (Q2) TOWER BOB BONDED TO (N) GROUND BAR AT SHELTER (OUTSIDE) O WN +24V POWER SUPPLY RETURN BAR TOWER/MONOPOLE MIFADS AND CONNECT O 2 WALL WIG. BRKT. —48V POWER SUPPLY RETURN BAR (g2) �2G O 2 INSULATORS RECTIFIER FRAMES. GROUND BAR ® 4 5/8'-11 z1' H.H.FS. SECTION 'A' — SURGE ABSORBERS ICE BRIDGE/CABLE TRAY BONDING JUMPERS AT Q 4 5/8 LOCKWASHER INTERIOR GROUND RING (#2) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) COAXIAL CABLE SPUM90E 2 METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) \� SHELTER BUILDING STEEL IF AVAILABLE) ((J2) CIGROUNDING I� KR 0 3 HORIZONTAL BEND) G SUPPOR TYPICAL (N) GROUND BAR G O 1 P D a 5 AT BASE OF TOWER CABLE P P f R U Rp p p p A0 0 4 (AS REWIRED) GROUNDIoc GRADE 0 D p o 0 p p a a a P P IXIST BONDING JUMP IXIST GROUND JUMPER ®a a a a a P P P GROUNDING NOTES- M GRWNIAM SW BE XNE M �E'MIH�E CINWIM GROUNDING WADE z GROUNDING ONE LINE DIAGRAM r `N ) � / AGROUND BAR - DETAIL �� y 3WINDSOR Si1111! 3l)/. HaveRwal1JJmanle ppp -^^ _SITE NUMSEM:3057 ,- a IRELESS Hudson±& ' - - singular 205/23/05 MISC. REN VNS O - ..O _ N. rfiw - _ SITE NAME.SAtLEM 2 ----- — B2.RE&LISA OTAS99A @EDBQBILS _ - DBfIpO GfWP'-C 1 0.l 33/05 nN&WNS1RUMN r- fUP DPH Lucent Teehnoto Technologies 0 CAN ROAD WIRELESS 0 0z/2x/05 ssucD FDR CONS RU DN aP DPH 4c � t. ERICSSON UMTS (INDOOR) g' b �iST,3: �F I LaA TPICCORI,"LL(i': ...-.._ _ SALEM, MA 011970 __ NO. OalE -IRENSIONS. 1. :BV CHK P' DIUGN6 MWBFR a_ .,REV FM l9iela3o-ssee `.Bell Labs innovatlons �,. ESSEX COUNNTY " -580'-.MAIN STREET I " "' s�/GtuA1 E��D 'sulwir,p me comm�NGoxoG or tomono✓ BOLTON, MA 01740 , NOT SHOWN DESIGNM BY. WP puxn qt; Dm 3057.01 G-1 2 SEE PRE-INSTALL PACKAGE FOR FINAL CABLE MARKING COLOR CONVENTION TABLE JUMPER MARKING COLOR CONVENTION TABLE I I ANTENNA INSTALLATION SCHEMATICS 1 CABLE CABLE CABLE I CABLE I JD1 JD2 JD3 I J04 JOS JD6 JD7 JOB 1 I I I FC1 FC2 FC3 FC4 RCU1 RCU2 RCU3 RCU4 I ANT 1A I ANT 4A I SECTOR RED SECTOR I ANT 1B I ANT 4B I ALPHA A X RED RED RED ALPHA, q X RED RED RED RED RED I RED ANT 1G 1 1 ANT 4G I REO RED RED RED RED RED RED RED RED RED RED RED I I I I RED RED WHITE RED WHITE RED RED RED RED RCM1, RC115.ACIM� ! �pCIYl,pLXM,pLX1to RLV],Rtln,RWIt I I CABLE CABLE CABLE CABLE WHITE REO WHITE I I FCS FCS FC7 FCS JOB JD10 JDII JD12 JD13 JD14 JD15 JD16 rl-rr L_ J MTI4,RCDI, RCUIz RW CARIE 0w) 1 Rtu CABLE r SECTOR BLUE RCUS RCU6 RCU7 RCUB 'I..t� BETA B. Y SECTORBLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BETA BY BLUE BLUE BLUE BLUE BLUE -'t- r.y rt I — — — — — — — — — — J �I1 LIQ BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE _I� +-I—� WHITE BLVE WHITE BLUE BLUE BLUE BLUE xx,x10,x1e _ i '�JJD4 xIL — — —�mm�' — — — JOS.MIS x24 FCACLE CABG CABLE FC12 WHITE BLUE WHITE JD17 JD18 JD19 JD20 JD21 JD22 JD23 JD24 J00.x14,xzz I I I �x].x,5.x23 SECTOR GREEN �\ GAMMA, C. 2 GREEN GREEN GREEN RCU9 RCU70 RCU71 RCU12 � GREEN GREEN SECTOR GREEN GREEN GREEN GREEN GREEN 1- 1 17 -1 Ll__ 1J__ GREEN GREEN C'M11M' C• 2 GREEN GREEN GREEN I TMA1 I I TMA2 I r- E D GREEN GREEN GREEN GREEN GREEN CREEK GREEN CREEK 1 TMA3 I 1 TMA4 I I DIPLEXER 1 1 1 DIPLEXER 2 1 __�____�- WHITE GREEN WHITE GREEN GREEN GREEN GREEN I TMAS I I TMA6 I I DIPLEXER 7 1 1 DIPLEXER 8 1 (N) JUMPER WHITE GREEN WHITE I DIPLEXER 131 I DIPLEXER 141 L_T_J L_T_J JCL xI,x10 I L_ L__T__J_r�__J MI,x' x° f I� xa,xe,x1: CABLE PORT DIAGRAM y I I / irJ V� •� (N) MAIN COAX CAUTION:HARMFUL RF ENERGY EXISTS ON THESE LINES JCJ.xT.xn � � RF EQUIPMENT L J SECTOR SECTOR_ SECTOR_ SECTOR_ SECTOR_ SECTOR R1,FOS,fLY� , ,-iC2. me,fC10 1 e CABLE CABLE CABLE CABLE CABLE CABLE Tci,icf mil I I iG FOIL M12 E EQUIPMENT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT _ CABINETS RX RX RX D (!D RX_ RX_TX TX HATCH D PLATE Mi.in xe �JeL",JB10 �� J� x,2 SECTOR SECTOR SECTOR_ SECTOR SECTOR SECTOR // ITL Bre. Bn0 � CABLE CABLE CABLE CABLE CABLE CABLE SIT.m m e r� / J I ST AS SIxR¢ARIL6TOIt CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT r_I I r —I JB3. PAI n.JIII - - - — ueLFr— Irl.BR.Brf2 LJ _LJ I DIPLEXER 3 1I I DIPLEXER 4 I RX_ RX_ I DIPLEXER 9 1 I DIPLEXER 101 1 DIPLEXER ER 5 I I DIPLEXER ES I I -� I DIPLEXER 1511 I DIPLEXER 161 I DIPLEXER 111 I DIPLEXER 121 L______-1L______JI All..Mt9 IDIPLEX-r 171 IDIPLEXER11 181 - Jll,JA6.A17 I i I I ' JA4,JA12.JA20 AW.S. 14. JA221 L--1 I _J L I/�JA0.,M IS. 3 JAL.NIo,.Nle I I 1 — — 1 1 1 L — I I — — — — — — — — — — — — 1 I 1 ILIIE SECTOR_ SECTOR_ SECTOR SECTOR SECTOR SECTOR 1 1 T I I— r I — — — — — I I/ CABLE CABLE CABLE CABLE CABLE CABLE I - ------------------------i I----- I I I CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT Ir_________________-ly_________ I� 1 ILL_________________11____-__________- 1-r----i'-----------11 ---------------- 'T ' I RX RX ®RX--- ----------- -r- - 111 I TX TX TX TX TX_ I Tx Tx Tx lyp Rip TXTxTz TzTzTz M�T.-RZTR, ffiT.-RT-.TR- m3T.-RT-.TR-, TXTXTz RRT.. TzTzRxRxRxxRR xRxRzRzR Rz RxA � G Aa� 1 223 1 223 123 �B G PDU UMTS GSM GSM TDMA ' V�MA.' ' NOTESBTS1900 BTS1900 BTS 850 BTS 850 i i A CONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSGllADON. CABLE PORT DIAGRAM WILL BE AFRXED TO THE INTERIOR SHELTER WAU- NEAR THE CABLE ENTRY 1 I PORT TO ND IN CABLE IDENI rICATION. THE CHART IS INTENDED TO BE USED TO RECORD IL___________________________________ J I THE LINE ANDCORRESPONDING ANTENNA POSITION ON THE TOWER AT THE TIME OF I I INSTALLATION. CN/PDII A1AAY GAIL£NIINECTKKI L____________________________ J B. ONE COMPLETED COPY PLUS 7W0 BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE SHELTER IN A PAOTELTWE PLASTIC SLEEVE SECTOR ANTENNA CONFIGURATION SECTOR ANTENNA PLAN VIEW - 3v OIORIT CINGULAR WIRELESS MAVERHILL,MA OIBBO - -- - - SITE NUMBER.3057 A � _-. /� n 2 05 23/05 MISC. RFNSroNS _ PIP DPHHudsont0w, O SITE NAME'SALEM 2 C , 1 g V I�C I aa/v/as nNAL coNSlmTcnoN wP DPH ANTENNA CONFIGURATION Design Groupac0 CAIN ROAD WIRELESS ERICSSON UMTS INDOOR Lucent Technologies 0 02/22/05 65UFD FOR COHSRIICIXIN PIP DPH (INDOOR) .�: TEL:T6,>f sa]avu-:- C & W Telecom,LLC.. SALEM. MA . 01970 :. HD. DATE 'RENSp115 -. IW Dlx Noe Mrew P"7 IAVBOi Sev FAX: 197 ..BBII LBbS)OnOVBtIOns 0 ESSEX COUNTY -�, :,`-580'"N STREET -...' 'Iuikbry me Communkor of tomorrow BOLTON, MA 01740 . NOT 9gWN OfSxNIfD BY: PR OPAW'll BY: PIP 3057.01 RF-I 2