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31B-193 (15) File#MP-2020-0021 Zo��IJU O APPLICANT/CONTACT PERSON AT&T ADDRESS/PHONE (860)670-9068 PROPERTY LOCATION 123 ELM ST MAP 31B PARCEL 193 001 ZONE EU(100)/URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENC REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildina Permit Filled out _ Fee Paid Typeof Construction:_ZPA-MODIFY EXISTING ANTENN ILITY New Construction Non Structural interior renovations Addition to Existing- Accessory Structure Buildinp-Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FO OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF,99MATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project: Site Plan AND/OR Special Permit with Site Plan Major Project: Site Plan AND/OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management 9 -T)pn� to h Ph 7 Si ature of Building Official lu Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact the Office of Planning& Development for more information. RECEIVED ----------------------------- File No.`/nP-�'�I CCT 1 6 2019 ZONING PERMIT APPLICA IO Please type or print all information and return this-fo 'f in Inspector's Office with the X30 filing fee (check or money order)payable to the A e City of Northampton 1. Name of Applicant: K P Address: C=-kTo S�[� CX' Telephone: � •�� u�A�.� CC62G8 2. Owner of Property: Address: WA Telephone: 3. Status of Applicant: Owner Contract Purchaser Lessee_ Other (explain) 4. Job Location: U23 OLK IZL-- /- f je(aZ tEa Parcel Id: Zoning Map# 31 Y�> Parcel# H 3 District(s): In Elm Street District In Central Business District i (i U bE FiLLLU iN IST 1 HE OUILUINIJ Ur-rAK I MLIV I) 5. Existing Use of Structure/Property: 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): I OF IF Pck �P nt- 4 'lam �11� yNzS Com) 7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW �� YES IF YES: enter Book Page and/or Document# 9.Does the site contain a brook, body of water or wetlands? NO _�L— DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: (Form Continues On Other Side) W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004 10. Do any signs exist on the property? YE/,S A NO IF YES, describe size, type and location:�� Ire tom..... _! hari._.. t_ additions f told_..! for the ty? vrr e.irZ fJ Ai uic�c any NivNv�cu Gin��r�c� L Gi auu.L. Cn Sibiu iiitcuucu ivi uIc �i-v�ci�y: i cJ �w IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. i2. ALL lNFORMA FORMATION MUST BE COMPLETED, or PERMi T CAN BE DENIED DUE TO LACK OF INFORMA i lON This column reserved for use by the Building Department EXISTING PROPOSED REQUIRED BY ZONING Lot Size �rnn4�na Setbacks Front Side L: R: L: R: L: R: Rear Buildine Heieht Building Square Footage %Open Space: (lot area minus building Et paved parking #of Parking Spaces #of Loading Docks Fill: (volume Et location) 13. Certification: 1 hereby certify that the information contained herein is true and accurate to the best of rnv!rnnwlaiop Date: 10Applicant's Signature NOTE:Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission, Historic and Architectural Boards,Department of Public Works and other applicable permit granting authorities. W:\Dncuments\FORMS\original\Ruilding-inspector\zoning-Permit-Application-passive.doe 9J4/2004 1L N077 R10SE DF�:>, PROJECT INFORMATION ACTOR - SCOPE OF WORK UNMANNED COMMUNICATIONS FACILITY MODIFICATIONS INCLUDING: NTRACTOR - -(P) LTE850/700bc/0CS KATHREr,r 80010965 TO REPLACE EXISTINC PANEL IN POS 14 (1/SELL, 3 TOT) \. -(P) LT£850/700bc RRUS-4449b5512 RADIO TO REPLACE EXISRNG Pd'US 11 (1/SECT., 3 TOT.) -(P)LTEPCS/AWS RRUS-8843b2b66 RADIO TO REPLACE EXISTING 2 RPUS 12 (1/SECT., 3 TOT.) E SUBMIS<_rna -(P)LTEWCS RRUS-4415630 RADio CONNECTED TO PANEL POS 14 (,,'SECT., 3 TOT.) aT TE WO-,; -(P)NEW DC ONLY SURGE ARRESTOR DC6-48-60-08CEV FOR A TOTAL OF 3 SURGE ARRESTORS ON OF COQ R -(P)NEW 2 DC TRUNKS FOR A TOTAL OF 2 REER TRUNKS&6 DC T?UN.KS S FURNISHED -(E)LTEPCS 2 RRUS-12 RADIO TC BE REMOVED(2/5ECT., 6 TOT) SHALL ISIUE -(E)LTE700bc RRUS-II RADIO TS °E.REMOVED(1/SECT., 3 TOT) 1 1 t t HORITY REGAI -(E)LTE700bc ERICSSON KRCIIE6;8/1 PANELS IN POS 14 TO BE RLVOVED(I/SECT., 3 TOT.) cl I ED OUT SIAL INSIDE EXISTING SHELTER. I APPUCAB_E -(P)ADD NEW RBS66JO FGR 56 ;PGRADE Mobility -(P)ADD NEW lx XMU 2 TOT. J'NOED HE'. ` T OTHERWISE, SITE NUMBER: MA.4106 ISTALLAIIDAS SITE NAME: NORTHAMPTON ?ACTOR S-ALR SITE ADDRESS: 123 ELM STREET 'ED OTMER'IM' NORTHAMPTON, MA 01660 EDEOUIP6ENTOWER OWNER: NOF SMITH COLLEGE SITE NUMBER: MA4106 FA: 1057f:11084 !APPROVnL E 1 5 & 123 ELM STREET NORTHAMPTON, MA 01660 IR SHALL GET O PL�N D APPLICANT: AT&T MOBILITY 500OC31A E RD ACTOR S-.ALL SUITES 4 W3CONTRACT FRAMINGHAM, MA 01 701 SITE NAME : NORTHAMPTON DR SHALT. _EC CONTACT: TEL 866-915-5600 „FAGLrCOORCINATES LAT. N42'19'14.89" PROJECT: LTE4C WC!3IM R CTB038370 r. LONG. W72'38'24.33" LTE5C 850 MF NR SHALL.LEA GROUND LEVEL: ±207' I IK GE:NI DEED REFERENCE 'ICTBCI138371 N/A LTE 4TxRx M��CTBt�38369 SITE PARCEL NO.: MAP 316 LOTS 193 & 195 CTOR SI-ALL CURRENT ZONING: URBAN RESIDENTIAL C :TIME S_VER, HORIZONTAL DATUM: (NAD) 1983 IERE R-CUIREI E USED 3Y Tl T Fy R,gNINi - -- - — -- AL SAFETY C', DRAWII4G INDEX REV LOCATION MAP AI'PLIt;ABLE BUILDING CODE. ANG, STANDARDS SHALL HE AS ' 01 TITLE SHEET 2 DIRECTIONS: FROM THE BOSTON TAKE 1-90 WEST TO 1-91 NORTH. TAKE EXIT 18 TO PLEASANT ueBISH,sTua IUS STREET (NORTH), THEN GO LEFT ON TO ELM STREET. SITE IS AT 115 ELM STREET. SUBCOIA-RACTC'=:'S WORK SHALL COMPLY WITH PROJECT STANDARDS AND SPECIFICATIONS. LY. SUBCOIJ-RACTC:':: WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, ST4TE, AND LOCAL CODES CTIVE`EWER, 02 NOTES 2 AS ADO'TED B'r' THE LOCAL AU-HORITY HAVING JURISDICTION (AHJ I FOR T-E LOCATION. THE R CAPE ED, -1 SITE ACCESS: ANTENNAS IN CHURCH STEEPLE, BASE EQUIPMENT IN CONNECTING HOUSE. EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT THE AP°ROVAy� V AWARD SHALL GOVERN THE DESIGN. SHALL MINIMI; 03 SITE PLAN& EQUIPMENT PLAN 2 N..-.: - r Rye BUILDING CODE TOR SEAL PI 9 +, 19 MASSACHUSETTS BUILDING CODE 9th EDITION 1E GRA]ED T( 04 ELEVATION VIEW 2 Cmnoct� f ELECT:CAL CODE: NXMEnr MATE Ap r O' NATION,%L ELECTRICAL CODE LATEST EDITION ;HENT. 05 ANTENNA& RRU MOUNTING DETAILS 2 Gj`' f'0 SUBCON-RACTC-'S WORK SHALL COMPLY WITH THE LATES-- EDITION OF THE FOLLOWING I {� e�� STANDARDS. SHALL BE coI lf1 r¢� 6� 10 1T AMERI,:4N CONCRETE INSTITUTE ;ACI) 318, BUILDING COD-- REQUIREMENTS FOR STRUCTURAL 06 ONE LINE DIAGRAM &GROUIJDING DETAILS 2 m' CS ;� CONCRETE IE OauERs PE �p ;t Fc"•11Y Q AMERI:AN INSTI--UTE OF STEEL �::ONSTRUCTION (AISC), MT+NUAL OF STEEL CONSTRUCTION, ASD, '.M SLOPE, ANI C1' m N r` 9 St y NINTH "DITION MEASURES,I y N 0, AMERIC41N NATIONAL STANDARDS INSTITUTE/TELECOMMUNICATIONS NDUSTRY ASSOCIATION (ANSI/TIA) IDN AVD SEDIS� S'j A �� P L 222-F OR G AS APPLICAB_E, STRUCTURAL STANDARDS FOR STEEL ANTEN\A TOWER AND >� m f V 9, ANTENI•A SUPPiiRTING STRUCTLF'ES: SHAL_BE PE G S q State pt` �. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIR-MENTS =OR t� CD TELECCVMUNICATIONS �L STEE 0A�� a' INSTITLTE FOR ILECTRICAL AND =LECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESIS-'rITY, GP:iJND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM 1AL_BE GALV _ 4' IEEE 00 (1559) RECOMMENDED PRACTICE FOR POWERNG AND GROUN=DNG OF ELECTRONIC rTANR 1RICANo S I T E REQUIPMENT AT LEAST 72 HOURS PRIOR TO DIGGING, f7 O % NOOXBE=ERFORM THE CONTRACTOR IS REQUIR°D TO �a IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLAGES IN LOW VCI_TAGE AC POWER ININUM SIZE ( D I � CALL DIG SAFE AT 1-888-qG-!3AFE �gSE Sf ( CIRCUITS (FOR LOCATION CATEG::RY "C3" AND "HIGH SYSTEM EXPC:SURE") S S11 ILL BE, _ )t TELCOFMA GR-1503, COAXIAL CABLE CONNECTIONS IEP.ER HARDW ONN_CHAROTIONS f CONTACT &_UTILITY INFORMATION e\y� �� tir�� �a't,, "Yoo Hunts Rd ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION CONTACT CONTACT COMPANY PHONE NO. n0Q 01 50\1 �e, �� FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, NCR_TE EXPA ENGINEERING: MIGUEL NOBF:E VRG (508) 981-9590 C' (� METHOE:S OF CONSTRUCTION, OF OTHER REQUIREMENTS, THE MOS'- RESTRICTIVE REQUIREMENT ?1A.L cONFOR 18 i- �lQ SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREHENT AND A SPECIFIC WTHDUT PRIG SITE ACQUISITION: CARL AQUILINP SAI (603) 421-0470 10 REQU 1_:EMENT, THE SPECIFIC RE:dUIREMENT SHALL GOVERN. LL D-PERFO CONSTRUCTION: T.B.D. SAI d uNL_SS STEEL (603) 421-0470 UTILITIES E_SHALL BE POWER: WORK REQUEST GROUP NATIONAL GRIE (800) 375-7405OP 4o��CD TELCO: VERIZON (800) 941-9900 C Pm7d vQ) ro 4x c: S R"agnorRe SITE NUMBER: MA4106 _ JIL ��7"� a't&'t a` "DFsti AT&T MOBILITY SITE NAME: NORTHAMPTON 123 MidState Dr., 210 ooAu(urn) MA 01�1 ® 27 NORTHWESTERN DRIVE PROJECT: LTE 4C 5C ♦ Q 10/02/19 FOR C)VSTRUCTIOrIG.AM.SALEM,NH 0307£Tel. 508 981— 9590 � Mobility � 09/2e/19 REV SED REDS c.aM. Nozooee TI�I'I:E SHEET Tel.(603)421-047r *S GRP. Fax (508) 519 — 8939 Fsx(603)421-0471 123 ELM STREET 550 COCHITUATE RD �0 07/03/19 FCRREMEW G.A.M. mnobre®verticolresour<esgrp.com eommunicatic�r's NORTHAMPTON, MA 01660 - s r �— VERTICAL RESOURCES GRP. SUITES 13 & 14 NO. DATE REVISION BY CHK APP•D :JB NUMBER DRAWING NUMBER RCV HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE DESIGNED B� ORAVI• 3Y: GA.M. IIA41 I 01 2 10 0 x 146 �--(E) ACCESS LADDER / E) RF-RANSPARENT LOUVER �a u iYP) EIA-ILETE WIT f I (P) CO-1 NEW IANEL IN % r--1 NON-ME(41C CHICKc WIRE 6Ci0EPLACEPDE(I0.5'TITO G ' I (1/SECT., 3 TOT.) (E' AT&T 05=LAC P,V.EL TCI REMAIN IV GLACE (1/SECT., 3 TOT.) ) qL q c6 Al A�03 MS if O I E AT&T PAM-L �� ° HREIN t 0865 PANEL TO REPLACE (E) AT&T PANEL ANTENNA TO ° ((PTENNA TO -:EMAIN .j p0: S1109 (1/SECTT&T NEM TM3 TCT.) ! ' RE'LACED (1/SECT., 3 TOT.) p,� (1/SECT., 3 -D-.) "+1 G .N _ �� ALPHA j ATTO' T fT AZ 103' T.N. Du(E) AT&T PANEL ANTENNA TO I 'I ! � REMAIN (1/SECT.,3 TOT. ((E)) AT-k- PANEL ANTENI,A TO REP-ACED �(E) AT&T OS665122 (E) AT&T "LPPER) .AI,TENNA F (1/SEs. 3 TOT; FLOC ANE�SO REMAIN T) A UNTING FRAME 0,SECT., 3 -CT.) (E) AT&T PANEL ANTENNA-C (P) ATdcT NEW KATHREIN - REPLACED (1/SECT., 3 TOT.. 800-10965 PANEL TO E) AT&T OS665122 PAPE_ �E AT&T PANEL REPLACE IXISTI td R=WAIN IN PLACE TENNA TO REMAIN (1/SECT., 3 TOT.) (1/SECT-. 3 TU--) n a (1/SECT., 3 TOT.) n n (P) LTE850/700bc/WCS OCTOPORT PANEL 6 05 EXISTING PROPOSED PROPOSED ANTENNA 3 SCALE: N.T.S. ANTENNA MOUNTING PLAN VIEW t MOUNTING DETAIL 05 13.4• SCALE: N.T.S. u.e SCALE: N.T-S. in 427 ANTENNA + / » FLOOR LEVEL +'rx TOP VIEW s FRONT VIEW 370E VIEW (P) AT&T LTEWCS RRUS-4415 B30 7 E)U�ATzro BE (P)AT&TL"M 7 4 ��g P)ATkr LIE7OMc/E'50 I � SCALE: N.T.S. 05 REPLACED IEPL C ED WITH 1WUS-4415 RAW(3 TOT.)�� X1841/54419 RABA9(a TOT) (P)AT&T LTEAII6/PGS (-4\,A)(P)A1!tr LTFAMSAS 13.2' ,� •—,� IiR168843 ibIAp(3 Tar) �L RRUS-6i043 RA/MO(.T TOT.) .{�13.4'--,r (P)AT&T LTF7OC CIM 4 a (P)ATd!T L TEMGS { fi4L64449 R.IDX7(3 TUT.) > RRUS4•N5 RADIO(:'TOT) -(E.) 2 'T&T RRU512 TO BE R PLACED W/ RRUS-8843 ,�.. .. (E) I AT&T RRUS-11 TO BE ° -(E) 1 .T&T RRUS'1 TO REMAIN roay�IT �Ik RETAINED I FRONT vttalr smx vttzW ARRES CtR�MOUNTEI•GRFRA AE URGE (i/SECT, 3 TOT.) (P) AT&T LTEPCS/AWS cE) AT&T RRUS2 BE ■- RRUS-8843 1321366 RI-PLACED W/ RRUS-8843 -(E) 1 AT&T RRUS-�1 TO REMAIN 6 ((E 1 AT&T RRUS-11 TO BE SCALE! N.T.S. 06 :E) 1 AT&T RRUS-11 TO BE -RPLACE, WITH RF-S-4449 REPLACED WITH RRUS-4449 E TACKED AT.T RRUS-12 TO'r AT&T 2 (STACKED) SURGE2 S S �[? ARRESTOR TO REMAIN REPLACED W/ IRLIS-8843 (P)AT&;LTEA 96/PC5 RRUS-843(3 TOT., S1 4 .�--13.2"— ) 7E70O6c/850 RRUS4449(3 TOT.) PROPOSED REMOTE RADI? EOUIPME\' EXISTING CITY DEVICE STATUS (. Etl 3 RFUS-t 1 RETAEN (1/SECT,3 TO.j RFUS-1t REPLACE)W RRUS-!843(t CT,3 TOT. (ESTEEPLE RRU MOUS`TING PLAN 'JIEW 2 6 RFUS-12 REPACE)W/RRUS-4449 (I/SECT,3 TOT.) FLOOR LEVEL TOP VIEW IF W/RRUS-1475(1/SECT,3 TCT.) &T RRUFRONTyaW smg VIEW SCALE: N.T.S. OS 6 RFUS-11 RESERV_D PER LE4SE RIGHT PROPOSED RRU • 3 RFUS-32 RESERVED PER LEoSE RIGHT (P) AT&T LTE850/700bc 3 RFUS-E2 RESERV'ED PER LE45E RIGHT MOUNTING DETAIL 05 RRUS-4449 1351312 9 6 A--2 MODULE RESERV_0 PER LE45E RIGHT SCALE:N.T.S. SCALE: N.T.S. 05 SITE NUMBER: NIA4106 23 MidState Dr., #210 SITE NAME: NOF ITHAMPTON a.t VCI� OF SR AT&T MOBILITY Auburn, MA ]1501 ® m 27 N0RTHVVFSTERN 3079 E PROJECT: LTE 4C 5C Q w/oz/1s FOR CONSTRUCTION GAM. 57gp� Te. 508 98'- 9590 SALEM,HH 03079 �4 „.., Mobility 1 09/25/19 REVISED RFDS G.A.M. ANTENNA & RRU MOUNTING ( ) TeL(603)421-0470 � Y Q No zaaea Fax (508) 519 — 8939 Fax 123 ELM S-1REET � •�"° 550 C:_O_CHITUATE RD ® 07/03/19 FOR REVIEW GAM. DETAILS mnobre®verticalresourcesgrp.com communications NORTHAMPTON,MA 01660 '"""'� fs�7 VERTICAL RESOURCES GRP. MI -S , & 1 ) NO. DATE REVISION BY CHK APP'D aB NUMBER DRAWING NUMBER REV I HAMPSHIRE COUNTY FR.AMIPJ'�HAM, 1JA of?J1 o5 2 SCALE D-ESIGNED BY: M.N. DRAWN BYE GA.M. W,4106414C5C I NOTE, Antenna I AI1terma 4 DO NOT INSTALL CABLE FROM ANTENNA GROUND KIT AT A BEND TOWER MOUNTED UM?S JLTE PCS i AWS I TF R5n!7110150; AND ALWAYS DIRECT AMPLIFIER ./� GROUND WIRE DOWN TONOTE: DO NOT INSTALL CABLE GROUND A- -�{ - CIGBE KIT AT A BEND AND ALWAYS DIRECT RX GROUND WIFE DOWN TO CIGBE GROUND BAR ' ON WALL OR TX ONTOWER W RTE NA ##6 AWG FROM TX/RX ATENNA -:ABLE GROUND KI- COMMSCOPE JUMPER REOUIRED ONLY WHEN 1 1/4'0 AND LARG-R PROVIDE NO-OX ". ) ,'TYP.) BEHIND 2-HOLE J LUGS i OOOi;� 00 OO ANTENNA CA13LE O)(� / „. ;. COMMSCOPE� TO CABLE T-:AY (TYP.) OO O) �+* '.. 916132 _�.__•---"- 1 !----#6 AWG FROM ANTENNA -'WO HOLE LUG, TO BE FRAME SUPPORT CIGBE GROUND BAR JSED WITH #2 AWG B_W NEWTON, SIMILAR TO- _0 BUILDING AND RIN3 MOUNTED NEAR/RECO"v ,ROUND ANTENNA pp #2 AWG BCW 70 AwGGROUND4WIB BONDED INSTALLATION OF GROUND ALONG CARIE TRAY WIRE TO GROUND BAR Z TO CIGBE/NWB SCALES N.T.S. O5 CONNECTION OF GROUND WIRES TO GROUNDING BAR_ (C GBE SCALE: N.T.S. 05 Dc Plam Bum Dffm ,2m I J 1 NOTE 2 NOTE 2 NOTE 2 NTE 2 ANTENNA COAX ANTEN VA COAX ANTENNA COAXCOAX I BOT. GND KIT BOT. ;NO KIT BOT. GND KIT CABLE C.A13LE CABLE 10:1' 193' 2p3' f)6 AWG T' ANTEr•NA ANTENNA ANTE ;,IA NOTE 1 NOTE 1 NO-E 1 DISCON. 1:t ANTENNik COAX ANTENNA COAX ANTENNCOAX EQUWT"TOP G1JD KIT TOP GND KIT TOP EL KIT ALPHA/BETA/GAMMA PLUMBING DIAGRAM �� 110 CONTRACTOR TO CONFIRM ALL PARTS CABLE CABLE CAEL_ GPS d6 A OT. MGB #2 BCW SCALE: N.T.S. 2. INSTALL ALL EQUIPMENT PER MANUFACTURERS GND 3AR GND BAR GND EAR T. M GROUNDING CONNECT ON DETAIL 5 RECOMMENDATIONS SCALE: N.T.S 05 y2 BCW 1-2 AWG -0 MAIN GROUND BAR TOP MGB (MGB) IN EQUIPMENT SPACE OR . . . . y2 BCW BURIED GROUND CONDUCTOR AS . . . . . 2/0 BCW TC SHELTER NEWTON INSTRUMENT COMPANY, INC. APPLICABLE �2 GREEN GROUND SYSTEM BUTNER, N.C. OR APPROVED EQUAL EXOTHERMIC WELD 2 INSULATED TO CONDUITS - ITEM REQ. PART NO. DESCRIPTION OUTDOORS ON-GRADE BOTTOM Mea CABLE TRAY TOWE2/0 R GROUNCW TO xISTING SYSTEM 1� 1 1/4"x4"x12" PRE DRILLED GND. BAR ONLY) 0 3 C 2 A-6056 WALL MTG. BRKT. 7/1 0 ° 4 2' ° o ° 3� 2 3061-4 INSULATORS °0 ° o .°0 0 0 0 NOTE: ® 2 3012-13 5/8"-11x4" H.H.C.S. o ° 0}.0 ° ° 0 4 1. BOND ANTENNA,GROUNDING KIT CABLE TO TOP C GBE 6 0 0 2. BOND ANTENN o. GROUNDING KIT CABLE TO BOTTOM CIGBE G 4 3015-8 5/8 LOCKWASHER 5 ° 1 t 0•' © 2 3014-8 5/8"-11 HEX NUT 1/4" SCHEMATIC GROUNDING DIAGRAM 4 SCALE: N.T.S. OS GROUND BAR DETAIL 6 SCALE: N.T.S. II SITE NUMBER: MA4106 \ SITE NAME: NORTHAMPTON \ at&t 3 JAME' Ssgc AT&T MOBILITY OF 23 MidStote Dr.,]#210 uAMESRAuburn, MA 01Ry27 NORTHWESTERN DRIVE PROJECT: LTE 4C 5CQ2 10/02/19 FOR CONSTRUCTION G.AM STR00■■■■••••t111SALEM,NH 03075 . Mobilit t,oz„� ONE LINE DIAGRAM & Tel. (508 981- 1 09/25/19 REV SE?RFDS G.AM.Tel.(603)421-047-: v.' yFax (508) 519 - Fax(603)421-047! 123 ELM�iTREET 550 COCHITUATE RD ® 07/03/19 FOR REVIEW GAM. GROUNDING DETAILS mnobre®verticalresource ]o.mmune i tIOfIS J NORTHAMPTON, MA 01660 VERTICAL RESOURCES GRP. SUITES 13 & 14 NO. DAZE REVISION BY CHK APP'D oe NuuGLe DRAWING NUMBER Pry HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE DESIGNED BY: M.N. DRAWN BY: G.A.M. ""' N-LTO" 06 2 GENERAL NOTES 1.FOR THE PURPOSE OF(:]INSTRUCTION DRAWING, THE FOl_OMNG DEFINITIONS SHALL APPLY: CONCRETE AND REINFORCING STEEL NATES: SUNTRACTORBCONTRACTOR - PRIME CONTRACTOR I. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WIT}{THE ACI 301,ACI 318,Aq 336,ASTM A184,ASTM AI85 AND THE DESGN AND ELEt;LrRRICAW RNSTAA BLA RIU NENIOT EO FIANCE ELECTRICAL INSTALLATION NOTES(cont.) SUBCONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTIi:'J) CONSTRUCTION WORK SHA F•:'<CASTRDAPUCE CONCRETE. OWNER - ORIGINAL WIRELESSSPE15. ELECTRICAL METALLIC TUB NG (EM" 07 RIGID NONMETALLIC CONDOR OEM �- ORIGINAL EQUIPMENT MANUFACTURER WITH TF= PROJECT SPECIFICATIONS, NEC AID ALL APPLICABLE LOCAL [. ALL CONCRETE SHALL HAVE A LSEQ.NINIMCOMPRESSIVE STRENGTH OF 403;1 PSI AT 28 DAYS,UNLESS NOTED OTHERNSE.A HIGHER CODES. (LE.. RIGID PVC SCHEDULE 40, OR R 2.PRIOR TO THE SUBMISSION OF BIOS, THE BIDDING SUBCCMlTRACTCP,SHALL VISIT THE CELL SITE TO FAM LL+RIZE WITH THE EXISTING CONDITIONS q�) STRENGTH(4000 PS)MAY BE Lgp ID PVC SCHEDULE 80 FOR LOCATI jNS TO CONFIRM THAT 71E W0 •, SUBJECT TO PHYSICAL DAMAGE) SHAL.. BE USED FOR EXPOSED INDOOR CAN BE ACCOMPLISHED AS SHOWN p. THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT 3. REINFORCING STEEL SHALL CONF)RM TO ASTM A 615,GRADE 6O,DEFORM 2. CONCUR ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL LOCATIONS. TO THE ATTENTION OF C0\PROCTOR. CONFORM TO ASTM A 185 WELII D STEEL WIRE FABRIC UNLESS NOTED R.ED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT 3.ALL MATERIALS FURNISHI-D AVD INSTALLED SHALL BE IN STRICT 4CCCROANCE NTH ALL APPLICABLE CO3T.S,REGULATIONS,AND ORDINANCES. SHALL BE STANDARD,UNO. IERWISE. SPLICES SHALL EE CLASS T AND ALL HOOKS BLOCKED. 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TURIN, SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COM'LY NTH ALL LAWS,ORDINANCES RULE:,REGULATIONS,AND ORDINANCES. ORDERS 0� (ENT). OR RIGID NONMETALLC CONDU f (RIGID PVC, SCHEDULE 40) SHAL_ ANY PUBLIC AUTHORITY F16 ARONG THE PERFORMANCE OF THE WORK 4. THE FOLLOWING MINIMUM CONCR:-E COVER SHALL BE PROVIDED FOR REI`FORGNG STEEL UNLESS SHOWN OTHERAISE ON DRAWNGS 3. WIRINJG, RACEWAY AND SUPPORT METHO:IS AND MATERIALS SHALL BE USED FOR CONCEALED INDOOR LO_ATIONS. ALL WORK CARRIED OUT SI-ALL COMPLY WITH ALL APPLICABLE MUNI_PAL AND UTILITY A13COMPANY SPE•gFlCATIONS AND LOCAL JURISDICTIONAL CODES, COMPL'" 'WITH THE REQUIREMENTS OF THE AEC AND TELCORDIA. CONCRETE CASs AGAINST EARTH OR IN. 17. GALVANIZED STEEL INTERMEDIATE IAF7ALUC CONDUIT (IMC) SHALL BE ORDINANCES AND AP UT SI-A REGULATIONS.NT CONCRE TE EXPOSED TO EARTH CIR WEATHER: 4. ALL CIRCUITS SHALL BE SEGREGATED AFD MAINTAIN MINIMUM 4.DRAWINGS PROMDED HE:--ARE NOT TO SCALE UNLESS OTHERWISE NOTED AND ARE INTENDED TO SHOW OUTLIVE ONLY #6 AN. LARGER.""•....................2 LNCi CABLE SE-ARATION AS REQUIRED BY THE `IEC AND TELCORDIA. USED FOR OUTDOOR LOCATION$ ABO'Vf: GRADE. j5 AN- SMALLER A WWF...........1 1/2 INCH 18. RIGID NONMETALLIC CONDUIT I.E., RIGID 5.UNLESS NOTED OTHERWISE, TIE WORK SHALL INCLUDE FURNISHIN)MATERIALS,EQUIPMENT,APPURTENANC_S.AND LABOR NECESSARY TO 5. CARL 5 SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE PV`: ( AVC SCHEDULE 40 OR RIC[:, COMPLETE ALL INSTALLATIO•U AS INDICATED ON THE DRAWNGS CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT TRAY RLNGS. . SCHEDULE 80) SHALL BE USED LNDERGROUND; DIRECT BJRIED, IN CAST A•„AINST THE GROUND: AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED fi.THE SUBCONTRACTORS- INSTALL ALL EQUIPMENT AND MATEFIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS COI-CRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. SPECIFICALLY STATED OTFER'/ASE. SLAB AND WALL............................3/4 INCH 6. EA4CF END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E.. BEAMS AND COLUMNS...................1 1/2 INCH HOTS), GROUNDING, AND TI CONDUCTOR AID CABLE SHALL BE 19. UQUID-TIGHT FLEXIBLE METALUC CONDUIT (LIQUID-TTIE FLEX) SHALL BE IN7.IF THE SPECIFIED EOUIPAL S CANNOT BE INSTALLED AS SHOWN rXi THESE DRAWNGS,THE SUBCONTRACTcW SHALL PROPOSE AN ALTERNATIVE 5. A 3/4"CHAMFER SHALL BE PRC V10E0 AT ALL EXPOSED EDGES OF CCINCREIE LINO,IN ACCORDANCE WITH ACI 3':I SECTION 4.2.4. LABELED WITH COLOR-CODED INSU�4TION (+R ELECTRICAL TAPE (3M USED INDOORS AND OU INSTALLATION FOR APPRO'b,L B"THE CONTRACTOR. BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION, OUTDOORS. WHFR- VIBRATION OCCURS OR FLEXIBILITY' IS INSTALLATION NE_DED. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUII.POKER AND T1 CABLES,GROUNDING C.t3LES AS SHOWN ON THE POWER, 6 ANCHOR B0.DOWEL OR�R00 PCAL CONFORM 70 MANUFACTURERPEP.'S FE_WUFACT REI FOR WRITTEN RENT DEPTH UR RO SHOWN ON OR EOU.U_). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC GROUNDING AND TELCO PL'N DRAWING.ROUTING OF CONDUIT FOR FDOCR AND TELCO SHALL BE APPROVED 3Y CWRER OF SITE. THE DRAWNGS.NO_L OR SHAL.BE CUONFO M T PRIOR 9HOU�gTOR 'OMM NDATIAL EN FOR EMBELING DMENT PROCEDURE THE OSHA 20. CONDUIT AND TUBING FITTINGS SI-ALL BE THREADED OR INSPECTIONS,REQUIRED BY GO V:RNINC CODES,SHALL BE PERFORMED M ORDER i0 MAINTAIN MANUFACTURERCS NAXIMJM ALLOWABLE PEALL RMf"V�TCL�AIBELS(qLL ONUNEgs BE CLEARLY LABELED WITH COIA3RESSION-TYPE AND APPROVED FDR -HE LOCATION USED. SETSCREW 9. THE SUBCONTRACTOR S-ALL PROTECT EXISTING IMPROVEMENTS, CURBS,LANDSCAPING AND<_-RUCTURES.ANY DAMAGED PART SHALL FITIFIGS ARE NOT ACCEPTABLE. NT BE REPAIRED AT SU3CONITFACTCLR'S EXPENSE TO THE SATISFACTION OF OWNER, LOADS.ALL EXPANSION/WEDGE ,IJCHORS SHALL BE STAINLESS STEEL OP,HOT DIPPED GALVANIZED.EXPANSION BU_TS SHALL BE FRONDED BY RAMSE7 AEI. BE LABELED WITH THEIR 10.SUBCONTRACTOR SHALL FGALLY AND PROPERLY DISPOSE OF AIL SCRAP MATERIALS SUCH AS COAXIAL;.ARLES AND OTHER ITEMS REMOVED /7EDHEAD HILT)OR APPROVED EQUAL. VOLTAGE RATING, PHASE CONFIGURATION, WERE CONFIGURATION, 21. CABINETS, BOXES, AND WIREWAYS :HALL BE LISTED OR LABELED FOR FROM THE EXISTING FACIL Tr. ANTENNAS REMOVED SHALL BE RETL RNED TO THE OWNER'S DESIGNATED LOCi,TION, 7- CONCRETE CYLINDER TEST IS NOT REWIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS(IBC 1905.6.2.3) POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS ELECTRICAL USE IN ACCORDANCE WI-H NEMA, UL, ANSI/IEEE, AND NEC. IN THAT EVENT THE FOLLONNG RECORDS SHALL BE PROVIDED BY THE CCVCRETE SUPPLIER; (LE., PA�ELBOARD AND CIRCUIT ID'S). NO LAND WRITTEN LABELS 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. (A)RESULTS OF CONCRETE CYIADER TESTS PERFORMED A7 THE SUPPL ER'S PLANT, ALLOWED. 22. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGE-, CO+IER. DESIGNED TO SWING OPEN CC'WNWARD; SHALL BE PANDUIT TYPE E ITE WORK GENERAL NOTES (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. ( PANE_30 (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CR EQ JAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R •;CR FOR GREATER THAN 50 CUBIC YA7 V (CIRCO- NUMBERS) SHALL BE CLEARL" LABELED. NO HAND BETTER) OUTDOORS. 1. THE SUBCONTRACTOR SI-ALL CONTACT UTILITY LOCATING SERVICE PER OR i0 THE START OF CONSTRUCT Off. �THE �'�PERFORM THE CONCRETE CYLINDER TEST. WRITTEN _A ABELS ALLOWED. 2.ALL EXISTING ACTIVE SE"TER,WATER,GAS,ELECTRIC,AND OTHER ..TIUTIES MERE ENCOUNTERED Ni THE"WORK,SHALL BE PROTECTED AT b FROM AS AN ALTERNATIVE TO ITEM 7, -EST CYLINDERS SHALL BE TAKEN INITIA__Y AND THEREAFTER FOR EVERY 50 YARDS OF CONCRETE 23• EQUIPMENT CABINETS, TERMINAL EOXES, JUNCTION BOXES, AND PULL ALL TIMES,AND ACTIVE REVERED FOR THE PROPER IC AND O ff T-T WORK, SHALL SIE RELOCATED AS DIRECTED H CONTRACTOR. ED ATE ` EACH DIFFERENT BATCH PANT. 9. ALL TE WRAPS SHALL BE CUT =LUSH !�'I7H MPROVED CUTTING BO;:ES SHALL BE GALVANIZED OR EFCXY-COATED SHEET STEEL, SHALL WEFT TOOL T( REMOVE SHARP EDGES. OR EXCEED UL 50,AND RATED NEAL4 1 (OR BETTER) INDOORS, OR NEMA CAUTION SHOULD BE USED 3Y THE SUBCONTRACTOR WEEN EXCAY.4"AG OR DRILLING PIERS AROUND OR NEA:UTILITIES. SUBCONTRACTp7 COMPRES T SHALL NOT BE PLACE)OV NEW PADS FOR SEVEN DAYS AFT'R PAD IS POURED,UNLESS IT IS VERIF E BY TESTS THAT 10. POirER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING SHALL PROVIDE SAFETY R,,INING FOR THE WORKING CREW THIS VILL INCLUDE BUT NOT BE LIMITED i0 A)FALL PROTECTION B)CONFINED COMPRESSVE STRENGTH HAS BEEN ATTAINED, 3R (OR BETTER) OUTDOORS SPACE C)ELECTRICAL SAFETY C)TRENCHING k EXCAVATION. 10. ALL CONCRETE SHALL BE SUPPLED IN ACCORDANCE NTH TECHNICAL S-F:Ci1CATION FOR CONSTRUCTION OF RADIO OR CON:ULT SHALL BE SINGLE CONDUCTOR (SIZE 14 AWG OR ACCESS NETWORK 24. MEAL RECEPTACLE, SWITCH, AND DEVCE BOXES SHALL BE GALVANIZED, 3.ALL SITE WORK SHALL B_AS INDICATED ON THE DRAWINGS AND'ROJECT SPECIFICATIONS. SITES. LARGER; 6pOV, OIL RESISTANT THHN OR TNWN-2. CLASS B EPOxY- COATED, OR NON-CORRODING; SHALL MEET OR EXCEEC UL 514A ,STUMPS,DEBRIS,STICKS,STONES.TOP SOL AND OTHER REFUSE SHALL BE REM_VED FROM THE SITE AND STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER DISPOSED OF LEGALLY. SOIL COMPACTION NOTES FOR SLAB ONGRADE• OPERATION; USTED OR LABELED FOR THE IACATK)N AND RACEWAY PR;)-ECTED (WP OR BETTER) OUTDOOF:S. 4.IF NECESSARY,RUBBISH SYSTEM JSEJ, UNLESS OTHERWISE SPECIFIED. 5.ALL E%IS1ING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WITCH INTERFERE WITH THE iNECJTION OF THE WORK,SHALL 11. SU°JLEMENITAL EQUIPMENT GROUND WI2 NG LOCATED INDOORS 25. NONMETALLIC LOS 2;AND RATED NIEM•V AN OR DEVICE BOXES SFALL MEET OR BE REMOVED AND/OR(APF ED, �LUCGED OR OTHERWISE DISCONTINUED AT POINTS WHICH DULL NOT INTERFERE Illi THE EXECUTION OF THE 1' EXCAVATE AS REQUIRED TO FE.fOVE VEGETATION AND TOPSOIL,EXPOSE JNOSTURBED NATURAL SUBGRADE AND PUCE SHALL EE SINGLE CONDUCTOR (SIZE 6 A1VG OR LARGER), 600V, OIL WEATHER PROTECTED (WP OR BETTER; .OUTDOORS. WORK,SUBJECT TO THE AP-ROVAL OF CONTRACTOR,OWNER AND/0;LOCAL UTILITIES. CRUSHED STONE AS REQUIRED, ( BETTER) INDOORS, OR 6. SU3CONTRAC70R SHALL MINIMIZE DISTURBANCE 70 EXISTING SITE DURING CONSTRUCTION. 2 COMPACTION CERTIFICATION: Al, INSPECTION AND WRITTEN CERTIFICATION BY p QUALIFIED GEOTECHNICAL TECJiryp;AN OR RESISTA`IT THHN OR THWN-2 GREEN INSULATION, CLASS B ENGINEER IS ACCEPTABLE. STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRV) 26. -HE SUBCONTRACTOR SHALL NOTIf'Y AVO OBTAIN NECESSARY 7. THE SUBCONTRACTOR ShA1 FROND=STE SIGNAGE IN ACCORDANCE WITH THE OWNER SPECIFICATION FBI; SITE LISTED OR LABELED FOR THE LOCATION AND RACEWAY AU"HORIZATON FROM THE CONTRACTCR BEFORE COMMENCING WORK ON THE SITE SIGNAGE. J. AS AN ALTERNATIVE-0 INSPECTION AND WRITTEN CERTIFICATION,THE'JNDISTURBED SOIL-BASE SHALL BE COMPACTED NTH SYSTEM JSE3, UNLESS OTHERWISE SPECIFII-D. AC 'OWER DISTRIBUTION PANELS. S. THE SITE SHALL BE GRA)ED TO CALSE SURFACE WATER TO FLOU AWAY FROM THE TRANSMISSION EOUIPI.EAT AND TOWER AREAS. CCOMPACTION EOUIPMENI',LIST-)BELOW, TO AT LEAST 90£MODIFIED PROCTOR. MAXIMUM DENSITY PER ASTM D'557 METHOD 12. POKER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, 27, EHE SUBCONTRACTOR SHALL PRO'.BE NECESSARY TAGGING ON THE 9.Y F FILL OR ENBANKMENF MATERIAL SHALL BE PLACED ON F1ROZ:N GROUND. FROZEN MATERIALS,SNOW'�R ICF SHALL NOT 8E PLACED IN ANY FILL OR EMBANKMENT. 4, COMPACTED SUBBASE SHALL EI:UNIFORM AND LEVELED,PROMDE 6'OA iIMU1J CRUSHED STONE OR GRAVEL COMPACTED IN 3" SHALL E_ MULTI-CONDUCTOR, TYPE TC CABLE (SIZE 14 AWG OR BREAKERS, CABLES AND DISTRIBUTION -ANELS IN ACCORDANCE WITH THE LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSFE-, LARGER,' 600V, OIL RESISTANT D FOR OR TC (WET CLASS B APF'JCABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND 10.THE SUB(RADE SHALL BE COMPACTED AND BRIGHT TO A SM,OTh UNIFORM(RADE PRIOR 70=INISHE)SURFACE APPLICATION,SEE AS AN ALTERNATIVE-0 ITD,15? WITH t00x PASSING 1'SIEVE. STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) PR')'ERTY. DETAIL 303. AND 3 PROOF ROLL THE SUEGRADE SOILS NTH 5 PASSES OF A MEDIUM SIZED VIBRATORY LOPERATION: PERATIO : WITH OUTER UNLESS ACOTHERWISET; LISTED DRIED PLATE COMPACTOR(SUCH AS FIOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER OF AS BOMAG FLED FOR THE 11. THE AREAS OF THE ONIJERS PROPERTY DISTURBED BY THE WCP<AND NOT COVERED BY THE TOWER,ECJIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFCRM SLS BW SSE).ANY SOFT AREAS TF1.;T ARE ENCOUNTERED SHOULD BE REM AND REPLACED WITH A WELL-GRADE)GRANULAR .PE,AND STABILIZED i0 PREVENT FROy:4R. FILL,AND COMPACTED AS STATED!,BONE. 13. ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BE 12.EROSION CONTROL MEASURES,IF REWIRED DURING CONSTRUCTION, 6. COMPACTION CRITERIA FOR 0-FER FILL AREAS ON SITE SHALL MEET IFI_SAME REOUIRENENTS AS NOTED ABOVE. CRIMP--';TYLE. COMPRESSION EQUALSSIO uGSRAND WIRE`!, WIRENUTS BY THOMAS 12.EROSION FOR EROSION AVD SEDIMENT CONTROL. NJ,SHALL BE IN CONFORMANCE NTH THE LOCAL JURISDICTION'S AND BE"-S • SOIL COMPACTION SHALL BE P_RFORMED IN ACCORDANCE WTF TECHNCnL SPECIFICATION FOR CONSTRUCTION 0: RADIO FOR OPl:RATION AT NO)LESS THAN 75'C (SO CS IF AVAILABLE). BE TED SIT ALL EARTH WORK SHAL_BE PERFORMED IN ACCORDANCE WITH ECHNICAI SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK ACCESS NETWORK SITES. SITES. 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRK'AL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND STRUCTURAL•STEEL NOTES: COMPACTION EQUIPMENT: NEC. 1.ALL STEEL WORK SHAL_BE GALVANIZED IN ACCORDANCE NTH A-;TM A123(HOT-DIP)UNLESS NOTED OTFERNSE.STRUCTURAL STEEL SHALL BE ASTM-A-36 UNLESS OTHEFVASE NOTED ON THE SIZE SPECIFIC DRAWAIGS.STEEL DESIGN,INSTALLATION AND 3OL-ING SHALL BE PERFORMED IN HAND OPERATED DOUBLE(RUM,VIBRATORY ROLLER, VIBRATORY PLATE CCW'FACTOR OR JUMPING JACK COMPACTOR. ACCORDANCE NTH-HE AM.RICAN INST TUTS OF STEEL CONSTRUCI:NI(AISC)-MANUAL OF STEEL CONSTRUCFow. 2.ALL'WELDING SHALL EOE=ERFORMED USING E70X0(ELECTRODES AVD WELDING SHALL CONFORM To AIS(. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MININUN SIZE PER TABLE J2.4 IN THE AIS•: 'MANUAL OF STEEL CONSTRUCTION*.PAOITED SURFACES SHALL BE TOUCHED UP. 3.BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE(3/4-0)CONNECTIONS AND SHALL HAVE MIN AJM OF TWO BOLTS UNLESS NOTED OTHERWISE STEEL FASTENE:HARDWARE SHALL BE GALVANIZED IN.+.CCORDANCE NTH ASTM A153(HOT-DIP 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 578-DIA.ASTM A 307 BOLTS UNLESS NCTED OTHERWISE. 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL. 3E PER MANUFACTURER'S WRITTEN RECCIAMENDED PROCEDURE. THE ANCHOR BOLT,DOWEL OR ROD SHA_L CONFORM TO MANUFACTURER'S RECCMVENDATION FOR EMBEDMENT DEPTH OR.5 SHOWN ON THE DRAWNGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHET DRILLING HOES IN CONCRETE. SPECOL INSPECTIONS,REWIRED BY GOVERNING CODES,SHALL HE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LCAOS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINL=SS STEEL OR HOT DIPPED GALVANIZEC.EXPANSION BOLTS SHALL BE PROVIDE( 3Y RAMSET/REDHEAD,HILI)OR APPROVED EQUAL. 6.ALL STRUCTURAL STEE_SHALL BE SUPPLIED IN ACCORDANCE Nil-TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK SITES. SITE NUMBER: MA4106 VR23 burn,to Dr., n210 SITE NAME: NORTHAMPTON at Q �I Auburn, MA 01 501 ® I -11 - Q( � 27 NORTHWESTERN DRIVE .ws- �yZW40F Alq.s Tel. (508) 981- 9590 SALEM,NH 0307E PROJECT: LT=4C 5C "+ "" © 10/02/19 FOR CONSTRUCTION JM:ES B 9c1 AT&T MOBILITY Fox (508) 519 8939 TOL(603)421-0470 � y�� G.A.M. sTao� VERTICAL RESOURCES GRP, mnobreOverticolresources Fax 123 ELM;:TREET ,r MObiliq 1 09/25/19 91P.COm communi tion$ REVISED RFDS • G.A.M. V NNJ.2pO NORTHAMPTON, MA 01660 d� 550 COCHITUA"-E RD ® 07/o3/ls 6C FOR REVIEW c.A_M. a NOTES HAMPSHIRE: COUNTY SUITES 13 & 14 No LATE F J FRAMINGHAM, MA 01701 REVISION Sr CHK APP'D f JOB NUMBER DRAWING NUMBER p,-V E SC's DESIGNED BY: M.N. DRAWN B`': GA.M. W14106_LiE4M 02 2 I TME CELLULAR INSTALLAT10N IS AN UNMANNED GENERAL NOTES ES i PRIVATE AND SECURED COMPOU•IJ. IT IS ONLY BY 1. THE TYPE, DIMENSIONS, MOUNTNG HARDWARE. .AND ACCESSED ROUTINE MAINTENANCE AND TRAINED CANS FOR ERIOOAT&T RF SYSTEM SCHEDI.LE MAINTENANCE THE?=FORE DOES NOTT THE POSITIONS OF A.1 EQUIPMENT IN THE REQUIRE ANY WATER OR SANITARY SEWER SERVICE. COMPOUND ARE SH-'-,VN IN ILLUSTRATIVE FASHION. THE FACILITY IS NOT GOVERNED 3Y REGULATIONS ' THESE DRAWINGS At=NOT INTENDED FOR REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. ANTENNA ANTENNA SIZE(INCHES) RAD CTR, REMOTE RgDiO SIZE(INCHES) FEE)ER FEEDER FINALrnLOCAITIONS MAY DIFFER WARE SLIGHTLY DETAILS FROM AND CONSTRUCTION, MAINTENANCE& OPERATION OF POSITION SECTOR STATUS BAND MAKE MODEL LXWXH FT. AGL A?IMUTH RADIOS RAYCAP PROPOSED TOWER FACILITY'MEL 3E HELD IN ( ) LOI;ATION (LxWXH) TY'=E LENGTH WHAT IS SHOWN. ACCORDANCE WITH ALL APPLICA3LE LOCAL, 1 Alpha EXIS-IVG UMTS850/LTEPCS/AWS CLINTEL OS66512-2 72.0x12.Ox9.6 ±74.0' 103• 1 RRUSS 11655 ��TT������LEE 1gg 77x177 ooz7,2 G'TRUNK STATE &FEDERAL REGULATIONS AND GUIDELINES. 1 RRUIi: Jb2b66 SIEEF'LE 14.9x13IW2 1 FlB:R TR 2 Alpha 3 Alpha yy�LL�� gg 334��5gg 4 Alpha PROPOSED LTE700bc/850/111105 KATHREIN 800-10965 78.7x2Ox6.9 174.0' 103' US-4449b5b12 SIE1F'LE �7: �3:Zx9:5 FTI r 1 Beta EXIS-IVG UMTS850/LTEPCS/AWS C(.INTEL QS66512-2 72.Oxl2.0x9.6 ±74.0' 193• 1 RRUS- 15M2W T 1y7 x17 ox7�yy LI:TRUNK ) 2 Beta 14:9x13:2x102 1 FlB:R TR DC6-48-60-18 -81' —— 3 Beta LE 1g 5xtg 4 g (DC6 48 P160.0-M " \ 4 Beta PROPOSED L1E700bc/850/11ICS KAIHREIN 800-10965 78.7x204.9 ±74.0 193' j12 'LE 17:9zt3:2x9:5 \ 1 Gamma \, EXIS-IVG UMTS850/LTEPCS/AWS CLINTEL OS66512-2 72.Ox12.09.6 ±74.0' 283' i R -8b2b66 j4.93:217Q 2 (P2)D:RW _ 2 Ga \ \ / Gamma 3 G: D mma 4 \ 4 Gamma PROPOSED L11700bc/850/1CS KATHREIN 800-10965 78.7x20x6.9 ±74.0 283' 112 WE I 40 _— I '£',Tao�I io"� I � I -AM 1A�z ror. (E) AT&T UMT`. 23" RACK (ERP)AT&•T 2 FlBER R 6 DC C4,?LE5 ROUTED IN QIG C0hWT -------- ---- --- ---------------1- (E) AT&T OC - j (E) AT&T HVAC UNITS POWER PLANT I .__.. ... -..___-_. (E) AT&T BATTERY I I. ) I. I 1 ' RACK 3 OTAL EXISTING ANTENNA i I I I I P\ ,%I I II zX1 ,PANELS TO REMAIN(P)AT&T NEW KATFIRFIN 800-10965 PANEL fi0 6AT&T OS665122 PANELREPLACE EXISTIN I1'( REMAIN IN PLACE — I \ i (E) AT&T OVERHEAD(1/SECT., 3 TCT.) /SECT. 3 TOT) CABLE LADDER RACK I (E)ENTRY PORTS t - 1 49* 11 --j,."""- - Elk MA � AT&T NEW KATHREIN 1 .._..- .. .t I ! I r�� �10965 PANEL TO REPLACE -122 PANEL EIXISIING (1/SECT., 3 TOT.) _ j l i I rR P AT&T TOTAL OF (E) AT&T(REMAIN IINLACE 3PT0T.) E AT&T QS665 I22 PANEL LAC — — _, ..___ _.I._� ... __.. ._._ ' __ I POWER AES fiV EM17AC Yd REMAIN IN PLACE 7 GIi7Lf TRIP 1 I (P) AT&T pEW KA�}{REIN P)-1 (t/SE::T., 3 TOT.) I ______ __� L I PANEL TO(R �E IXI�) I (E) A7&T FIF • I i I. I 23' RACK i (E) AT&T EQUIPMENT SPACE Ihl 1 _ BASEMENT t I I(E) AT&T TELCO I , BOARD--\. Ir (E) AT&T =OWER PANEL AND -------------------------------------------- i 1 DISCONNECT 1 CRAPHIC SCALE EQUIPMENT PLAN 2 SITE PLAN + , .. SCALE: 1'- 3' 03 SCALE: 1'-5' 03 / N FEET I .—h- 10 ft. I I � SITE NUMBER:NORTHAMPTON n ��� ��W°F�4.'sq� ATS-T MOBILITY SITE NAME: NORTHAMPTON ,�P 23 Miurn, Dr., 0210 y y Auburn, MA 01:J'01 I® I ■ , 27 NORTEM,N 030 DRIVE PROJECT: LTh 4C 5C F�­ RQ 10/02/19 FOR CONSTRUCTION c.n.M.Tel. 508 981- 9590 ■■�',I�- SALEM,NH 0307£ Mob1l11y:ER Qj 09/25/19 REVISED RFDS G.a.M. u � SITE PLAN & ( ) Tel.(603)421-047C d"Fax (508) 519 - 8939 Fax(803)421-0471 123 ELM ITREET �' 550 COCHITUA Q o7/o3/1s FOR RENEW M9 EQUIPMENT PLAN mnobre®verticolresource<_:grp.cam communications NORTHAMPTCIV, MA 01660 -"� SUITES 13 & JOB NUMBER DRAWING NUMBER R�/ VERTICAL RESOURCIi'S GRP. No. DATE RENSION Bf CHK APP' 1HAMPSHIRE COUNTY FRAMINGHAM, MA1 MA4106-LTE 03 2 SCALE DESIGNED BY: M.N. DRAWN B-: GA.M. !II I GENERAL NOTES 2. THE CELLULAR INSTALLATION IS AN UNMANNED PRIVATE AND SECI.RED COMPOUND. IT IS ONLY 1, THE T"PE, DIMENSIONS, MOUNTING HARDY'ARE, AND ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC MFCL VD ARE SHOWN IN ILLUSTRATIVE PciSiTIONS OF ALL EQUIPMENT IN TFI-ATIVE FASHION. ROUTINE MAINTENPVCE AND THEREFORE DOES NOT THE REWIRE ANY WAT=R OR SANITARY SEWER SERVICE. IVIP OF SiBUCEAQE THESE DRAWINGS ARE NOT I LUSTR D FEF THE FACILITY IS \:T GOVERNED BY REGULATIONS CONSTRJCTION. ACTUAL HARDWARE DETALS AND REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. FINAL _OCATIONS MAY DIFFER SLIGHTLY FROM 3. CONSTRUCTION, LUJNTENANCE &OPERATION OF WHAT S SHOWN. PROPOSED TOWER FACILITY WILL BE HELD IN ACCORDANCE WITH AL_APPLICABLE LOCAL, STATE &FEDERAL REGULATIONS AND GUIDELINES. 3 6 P 13965 PANEL ---- I7f1571VG (1/SECT., 3 TOT.) (E) AT&T UMIS8!:- (3) RRUS11 TO -- (E) AT&T QS665122 PANEL TO REMAIN IN BE RETAINED (I/SECT, 3 TOT) --+T -- LACE (1/SECT., 3 TOT.) 10 AT?T 3 KAi2M 60410965 (E)Amr 14%6'5122 ANMWAS (2/SECT.,6 IV Q (P) AT&T NEW(3)RRRUS-8843, NEW(3) 7 4 I--- ELfY.-1V-6"ACL RRUS4449, NEW(3)RRUS-4415 TO REPLACE EXISTING(6)RRUS-12, (3) RRUS-11 , f (EAP)¢"AT&T(1-3)PROS-N,(P3)MLSISM —_-j )AM4ft.00 51 (E2P7)9AW A mEmm ELEV.-*W-0'ACL (P)AT&&T A�1V�."DC IRlA1NlS TIU' A TOTAL Cl`T-F,BER — _,,, .. ].I —"— LINKS F 6-,C PCOAV _ _. r.• ONES IN EX")116 CONOYMS =_r J 'r��4.na.t-kt` the INA tr - 1 _ —_ (E)AiAT LTE RACK NEW. s 2; (E) AT&T BASE RACIO EQUIPMENT _ - - - -- 1 t (E) AT&T FIBER & DC CABLES— LOCATED IN A:-$T EQUIPMENT ROUTED IN U/G CONDUIT SPACE LOCATE) BASEMENT I i i ---------- GRAPHIC SCALE COUMPOUND PLAN � ■,. � SCALE: 1'-8' 03 ( IN FEET I inch- 8 ft. SITE NUMBER: MA4106 �� w „DFM ' SITE NAME: NORTHAMPTON '�'""` }VjC a��` �',9�z A T T MOBILITY 23 burn,to Dr., X210 +'' Auburn, MA 01 got ® I ■ '� 27 NORTHWESTERN DRIVE PROJECT: LTE:4C 5C Q2 10/02/19 - FOR CONSTRUCTION G.n.M. JAMES Tel. (508) 981— 9590 Ta�3)421 0771 1X11 Mobility' A09/25/19 REVISED RFDS G.A.M. ' NO,2006 ELEVATION VIEW Fax (508) 519 - 8939 Fax(603)42,-0471 123 ELM STREET °"" 550 COCHITUA-E RD Q0 07/03/1s FOR REVIEW c.A.M. e y mrrobre®verticairesourcesgrp.com communications NORTHAMPTON, MA 01660 '"°"""` VERTICAL RESOURCEiSGRP. I SUITES 13 & 14 N0. DATE REVISION Be CHK APp'D 4rl JOB NUMBER DRAWING NUMBER R V HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE DESIGNED BY: M.N. DRAWN B": GA.M. IM1064T14C5C 04 2 I