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42-089 (29) _,.� ra f-, A r. 'it '7 '"""' -r-, ,- v , 4.3 •....- .) • ~ ' " " © SITE LOCATION © AMERICAN TOWER' 1 ,���.- m ATC TOWER SERVICES,LLC • III vr. G 11+w� * .1:I T- 3500 REGENCY PARKWAY • Oi1i ,' 6 �� SUITE 100 _ ' , s • U CARP,NC 27518 ' 1 """ °i11 1 PHONE:(818)468-0112 Iflb MIN.. "\t. 1THESE DRAWING::ANU!(1111141 ACCOMPANYING - �.• CT_,) _ GO SPECIFICATION AS INSTRUMENTS OR SERVICE AHI Irl/ ® ��~ , (i r _ ••+a��„'7s.-......,_,...,_ t { t• AMERICAN TOW E R(H) f•UBL LAITE)NRSFW IR IV'RESTRICTED TY OF TO THE ORIGINAL SITE ERICAN TOWER.THEIR USE D i FOR WHICH THEY ME PREPARED ANY USL Ult DISCLOSURE If esNs . �`.,—�I 1�'•i S C 111111 R THAN THAT WHICH RELATES TO AMERICAN TOWER OR •" WwWia •(, AE '•'�'" THESE DOCUMENTS THE SPECIFIED CARRIER HALL REHMAIN THE PROHIBITED TITLE (I)(LE TO wr +. • ! • T+ �� AM(RICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED NEITHER TEE AR(]YTECT NOR THE ENGINEER WILL • ' ATC SITE NAME: NORTHAMPTON LANDFILL MA PROVIDING PROJECT CONTRACTOR(S)MUST VERIFY ALL ON SITE CONSTRUCTION REVIEW CA A f S SSUANCE OF THIS DRAWING IS NISI MAI REAN TOWER OF NY DISCREPANCIES A(IY ESC LATEST • arr VERSION ON FILE WITH AMERICAN TpWER - - - - ATC SITE NUMBER: 15035 # ...A.m. �' '~ � � 4 � - �' T-MOBILE SITE ID: 4SH0213C RFV DESCRIPTION BY DATE ' 0 FOR CONSTRUCTION BRL 11/17/16 .� `�°"" SITE ADDRESS: WESTHAMPTON RD. VICINITY MAP FLORENCE, MA 01062 LOCATION MAP ATC SITE NUMBER. T-MOBILE ANTENNA AMENDMENT 15035 702CU CONFIGURATION ATC SITE NAME NORTHAMPTON — LANDFILL MA COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX ---- SHEET ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING GROUND BASEDNO, DESCRIPTION: REV DA I l RY WESTHAMPTON RD. IN ACCORDANCE WITH THE CURRENT EDIT IONS OF THE EQUIPMENT AND TOWER MOUNTED EQUIPMENT AS INDICATED -- • FLORENCE,MA 01062 FOLLOWING CODES AS ADOPTED BY THE LOCAL WESTHAMPTON RD. PER BELOW: G-001 TITLE SHEET 0 11/17/16 BRI GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS FLORENCE,MA 01082 -- -- • • - SF Al TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO COUNTY:HAMPSHIRE INSTALL(3)PANELS AND(3)RRUs G•002 GENERAL NOTES 0 11/17/16 BRL THESE CODES. 7 .FII', GEOGRAPHICAI COORDINATES: (6)EXISTING PANELS AND(3)TTAS TO REMAIN T C-101 DETAILED SITE PLAN 8 TOWER ELEVATION 0 11/17/18 SRL / PATRICK P 1. INTERNATIONAL BUILDING CODE(IBC) LATITUDE 42.29556 C-S01 ANTENNA INFORMATION&SCHEDULE 0 11/17/16 SRL BARRY LONGITUDE:-72.70784 PROJECT NOTES -- CNiL 1. NATIONAL ELECTRIC CODE(NEC) E-501 GROUNDING DETAILS 0 11/17/16 SRL GROUND ELEVATION:258'AMSL 491 88 3. LOCAL BUILDING CODE 1. THE FACILITY IS UNMANNED. R-601 SUPPLEMENTAL • %pn/lt0 4. CITY/COUNTY ORDINANCES 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE 4 mt.,/ZONING INFORMATION: A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. I :• '(i JURISDICTION:CITY OF NORTHAMPTON 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND _ DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4. NO SANITARY SEWER,POTABLE WATER OR TRASH O ,a DISPOSAL IS REQUIRED. Nov 19 UTILITY COMPANIES PROJECT TEAM S%i . S HANDICAP ACCESS IS NOT REQUIRED. _ - T POWER COMPANY:WESTERN MASS ELECTRIC TOWER OWNER: APPLICANT. 1 • ■Mobile■• PHONE:(413)755.5871 AMERICAN TOWER T-MOBILE TELEPHONE COMPANY:VERIZON 10 PRESIDENTIAL WAY 15 COMMERCE WAY,SUITE B . PHONE:(800)922-0204 WOBURN,MA 01801 NORTON,MA 02786 ENGINEER. DRAWN BY: BRL CARRIER CONTACT. ATC TOWER SERVICES,LLC PROJECT LOCATION DIRECTIONS • • APPROVED BY: PPB 3500 REGENCY PKWY STE 100 RICH BANCROFT DATE DRAWN: 11/17/16 CARY,NC 27518 (617)586-6776 ATC JOB NO. 11909045 PROPERTY OWNER. 11CITYOFNORTHAMPTON c NORTHAMPTON,MA 01080 FROM SPRINGFIELD.MA TITLE SHEET 210 MAIN STREET TAKE THE MASSACHUSETTS TURNPIKE TO RT.1-91 TAKE 1-91 NORTH TO EXIT 19.TAKE RT.66 WEST TO GLENDALE ROAD.GO LEFT ON GLENDALE ROAD.SITE IS ON THE LEFT AT THE SANITARY LAND FILL. . SHFFT NUMBER R[V ;IIN Know what's below. Call before you dig. - G-OO 1 0 4 GENERAL CONSTRUCTION NOTES; 27. THE CONTRACTOR SHALL PROTECT AT HIS OWN FXPFNSE,ALL EXISTING FACILITIES AND SUCI I 1. ALL WORK SHALL CONFORM I U ALL CURRENT APPLICABLE FEDERAL.STATE,AND LOCAL CODES, OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGE INCLUDING ANSI/EIAITIA-222.AND COMPLY WITH ATC MASTER SPECIFICATIONS CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES,OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS 2 CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES REPRFSFNTATIVFS,EITHER TO THE EXISTING WORK,OR TO HIS WORK OR THE WORK OF ANY PRIOR TO START OF CONSTRUCTION. OTHER CONTRACTOR.SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. 28. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS.NEAT AND WORKMANLIKE MANNER BY AMERICAN TOWER' 3 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS MECHANICS SKILLED IN THE TRADE INVOLVED THE QUALITY OF WORKMANSHIP SHALL BE ATC TOWER SERVICES,LLC 4 ALL DIMENSIONS TO,OF.AND ON EXIS I TNG BUILDINGS.DRAINAGE STRUCTURES.AND SITE SUBJECT TO THE APPROVAL OF THE T-MOBILE WIRELESS REP. ANY WORK FOUND BY THE 3800 REGENCY PARKWAY IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES T-MOBILE WIRELESS REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE SUITE 100 REPORTED TO THE ENGINEER. REPI ACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. CARY,NC 27618 PHONE:(919)488-0112 v. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS 29 IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE.ALL TYPES OF MATERIAL S LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR MANUFAC I URER'S 6. DETAILS SHOWN ARE I YPICAL,SIMILAR DETAILS APPLY TO SIMII AR CONDITIONS UNLESS CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. nILSI DRAWINGS AND/OR THE ACCOMPANYINcf OTHERWISE NOI ED. I I AS INSTRUMENTS ORSERVICE ARE THE Lxt:LUNIVt.INtWW.RTY OE AMERICAN TOWER.THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO TNT cNtIOINAI SITE /. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY VOR WHICH THEY ARE PREPARED ANY USE OR DISCLOSURE WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OTHER THAN THAI WHICH RUE ATE S r0 AMERICAN TOWER ON STRUCTURAL STEEL NOTES: THE SPECIFIED DOCUMENTS SHALL REMAIN LTHE PROHIBITED HPROPERTY t I O RTY OF 8 CON I RACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR AMERICAN IIXYER W14 TNER OR NOT THE PROTECT IS STABILITY ARE INSTALLED THESE ELEMENTS ARE AS FOLLOWS:LATERAL BRACING,ANCHOR14EXECUTED NEITHER THE ARCHITECT NON T E UNOINI I R W41 1. STRUCTURAL STEEL SHALT.CONFORM TO THE LATEST EDITION OF THE AISC-SPECIFICATION NE PROVIDING 0817E CONSTRUCTION REVIEW OF THIS BOLTS.ETC. FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' NBIJICT ccxttRACTORls)MU$TVERIFYALLDMMENSIONSANO ADVISE AMERICAN TOWER OF ANY OISCNI PANCN S ANY PRIOR 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES.GROUNDS DRAINS. SSUA NCE OF THIS DRAWING IS SUPERSEDED BY THE LATESI DRAIN PIPES,VENTS,ETC.BEFORE COMMENCING WORK. 2. STRUCTURAL STEEL ROLLED SHAPES,PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ERSION ON FIE WITH AMERICAN TOWER ASTM DESIGNATIONS: 10. INCORRECTLY FABRICATED,DAMAGED,OR OTHERWISE MISFITTING OR NONCONFORMING /FV. DESCRIPTION BY DATE MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE T-MOBILE WIRELESS REP PRIOR TO A ASTM A-572,GRADE 50-ALL W SHAPES.UNLESS NOTED OR A992 OTHERWISE 0 FOR CONSTRUCTION BRL 11/17/18 REMEDIAL OR CORRECTIVE ACTION.ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE T-MOBILE WIRELESS REP PRIOR TO PROCEEDING. B. ASTM A-38-ALL OTHER ROLLED SHAPES.PLATES AND BARS UNLESS NOTED OTHERWISE. - 11. EACH CONTRACTOR SHALL COOPERATE WITH THE T-MOBILE WIRELESS REP,AND COORDINATE C ASTM A-500,GRADE B-HSS SECTION(SQUARE.RECTANGULAR,AND ROUND) Q HIS WORK WITH THE WORK OF OTHERS. 12 CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO D. ASTM A-325,TYPE SC OR N-ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS A— MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE"'MOBILE WIRELESS CONSTRUCTION MANAGER. E. ASTM F-1554 07 -ALL ANCHOR BOLTS.UNLESS NOTED OTHERWISE ATC SITE NUMBER 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION 3. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER 15035 USING A SILICONE SEALANT. FABRICATION PER ASTM A123 EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR 8695. ATC SITE NAME 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET,CONTRACTOR SHALL NOTIFY THE T-MOBILE WIRELESS REP IMMEDIATELY. NORTHAMPTON 4. ALL FIELD CUT SURFACES,FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH(2)BRUSHED CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. COATS or ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND LANDFILL MA MANUFACTURER'S RECOMMENDATIONS. SITE ADDRESS- 16. DDRESfi16. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH WESTHAMPTON RD. DAY. 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND FLORENCE,MA 01062 DETAILED ON STRUCTURAL DRAWINGS. 17. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS SEAL TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 6. CONNECTIONS. ' .r7t, 18. CONTRACTOR SHALL FURNISH T-MOBILE WIRELESS WITH A PDF MARKED UPAS BUILT SET OF A All WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN DRAWINGS UPON COMPLETION OF WORK ACCORDANCE WITH THE LATEST EDITION OF TILE AWS WELDING CODE D1.1. PATRICK P. 19. PRIOR TO SUBMISSION OF BID,CONTRACTOR SHALL COORDINATE WITH T•MOBILE WIRELESS BARRY REP TO DETERMINE WHAT.IF ANY,ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL B. ALL WELDS SHALL BE INSPECTED VISUALLY 25%OF WELDS SHALL BE INSPECTED WITH CML BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS No.49188 PROVIDED. D1.1.REPAIR ALL WELDS AS NECESSARY. 40nTt 70 PRIOR TO SUBMISSION OF BID.CONTRACTOR STIALL COORDINATE WITH 1-MOBILE WIRELESS C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. REP TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED PERMITS NOT OBTAINED BY T-MOBILE WIRELESS MUST BE OBTAINED,AND PAID FOR,BY THE k ) CONTRACTOR. D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIRE 21. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH T-MOBILE WIRELESS DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. SPECIFICATIONS AND REQUIREMENTS. E. ALL ELECTRODES TO BE LOW HYDROGEN,MATCHING FILLER METAL.PER AWS D1.1, ,1 O �'f/'14 C .C 22. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO T-MOBILE WIRELESS FOR REVIEW AND UNLESS NOTED OTHERWISE. Nov 1 0 20 6 2:59 PM APPROVAL PRIOR TO FABRICATION. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS,UNLESS NOTED OTHERWISE T • ■M ob i 1 e 23. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO T-MOBILE WIRELESS SPECIFICATIONS.AND AS SHOWN IN THESE G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL.CONTRACTOR SHALL GRIND OFF • PLANS GALVANIZING W BEYOND ALL FIELD WELD SURFACES.AFTER WELD AND WELD 74 THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE INSPECTION IS COMPLETE.REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,METHODS, GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDAIIONS DRAWNBY: BRL TECHNIQUES.SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE -- WORK UNDER THE CONTRACT. APPROVED BY: PPB DATE DRAWN: 11/17/16 25. CONTRACTOR SHALL NOTIFY T-MOBILE WIRELESS REP A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES.FOUNDATIONS OR ATC JOB NO: 11909045 SEALING ANY WALL.FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 26. CONTRACTOR SHALL BE RESPONSIBI F FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL GENERAL NOTES APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION,TEMPORARY SHORING,SCAFFOLDING.TRENCH BOXES/SLOPING, BARRIERS,ETC. SHEET NUMBER RE v.S1()N G-002 0 a SITE PLAN NOTES. 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN.THE CONTRACTOR SHALL VISIT THE SITE '0' Or EXISTING ,-0,:-,Har A PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. APPURTENANCE 2. ICE BRIDGE.CABLE LADDER,COAX PORT,AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL F `L E4: 2L"' A.G.!. PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN.BEFORE UTILIZING EXISTING CABLE SUPPORT S.COAX PORTS.INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT,CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. AMERICAN TOWER* liry:, i I I I. I EXISTING CARRIER ANTENNAS 0 ATC TOWER SERVICES,LLC 3. IT IS TI IC RESPONSIBILITY OF THE CONT RACTOR TO COORDINATE WITH THF T-MOBILE REPRESENTATIVE AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF RAD CENTER 0 197' A.G.L. 3500 REGENCY PARKWAY CONDUITS,CONDUCTORS,BREAKERS,DISCONNECTS,OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE SUITE 100 PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES,ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. CARY,NC 27518 t' _ PROPOSED ANTENNA PHONE:(919)468-0112// � RAD CENTER®IRT A G L J PRTHESE DRAWINGS MOOR III ACCOMPANYING a© PROPOSED ANTENNAS £X?STING CARRIER ANTENNASEXCLUSIVE PROPERTY OF AMERICAN TOWER THEIR USE AND �{� P IOSHATSPECIFICATION AS INSTRUMENTS OR SE ATICE ARE 114 PUBLICATN I PIJELICATKHAEIIWRFSTWCTEDTOTHEORIGINALSITE TO THE ORIGINAL SITE +�/' BY T-MOBILE RAD CENTER I JS' A.G.L. Y FOR WHICH THEY ARE PREPARED ANY USL OR UISGLOSURL 11115 N THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS S11tICTI V PROHIBITED TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMI RICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED.NEITHER IHt:ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ONSITE CONSTRUCTION REVIEW III I HIS PROJECT CONTRACTORIS)MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES,ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDE I)IIY 1111 IATEST VERSION ON FILE WITH AMERICAN TOWER • EXISTING CHAIN-I INA I.A/CE REV. DESCRIPTION BY DATE EXISTING CARRIER ANTENNAS ExI NG CARRIER ANC5 TN45 1 11 I I RAD CENTER az 744' A.G.L. FOR CONSTRUCTION BRL 11/17/16 T: RAD CENTER C 1 16' A.G.L. EXISTING CONCRETE PAD / 1 EXISTING CARRIER ANTENNAS 0 _• ( R40 CENTER 0 135' A.C.L. -- A ATC SITE NUMBER r II EXISTING CARRIER ANTENNAS45 15035 � ��r fX?S1 NG ' ` EXISTING CARRIER ANTENNAS RAD CENTER 0 120' A.G.L. <y j o_��z w GRAVEL--„ \ RAD CENTER 0 116'A.G.L. EXISTING (:N7R1/N ANTENNAS SURFAr� L __ _J `` R4.9 CENTER p 114' A.C.L. AIC SITE NAME EXISTING TOWER NORTHAMPTON -----\ i - EXISTWG N,-E RAMI LANDFILL MA ^ 1 1 (nP) SITE ADDRESS'. k—' cn . . .111111\ CX1ST1NG ICCWFSTHAMPTON RD. EIRivcE (IYP) FLORENCE,MAOIOR7EXISTING • 1 SI A. SHELTER �/ r - EXISTING GENERATOR (TYP.) 1 • r / ryr� 1 �1 1► r� wac P. II % I II �� ,� EXISTING CARRIER ANTENNAS q �'I EXISTING EXISTING TNG c/I 73' A.S.1 • Ilk BARRY CML -\ SHE• LTER No.49188 EXISTING PROPANE TANK I 111 1OgI� J011� - .C[ TOWER NOTE: I•A% ,A / ��7:_ilit. 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO /// CONFIRM WITH THE AMERICAN TOWER ,cT;.i:l; TOWER CONSTRUCTION MANAGER THAT THEY HAVE THE . MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. EXISTING AND PROPOSED TOWER AREAIAPPURI ENANCES,MOUNTS,AND ANTENNASRALANALYSIS. 0,4 L Irk (MODIFIED AS REQUIRED FOKDETAILED SITE PLAN SHOWN BASED ON THE STRl1CTl1T Tifyway UPGRADE FROM 2C TO 7U2CU 2 CONDITIIONS NONFIRMG,EXIISTINOT LIMITED TO,SITE y • •Mob 11 e• CONFIGURATION) • 0 ANTENNA HEIGHTS,ANTENNA AZIMUTHS AND MOUNT CONFIGURATIONS. DRAWN BY: BRL SCALE:V 20'(11X17) APPROVED BY: PPB 1"=10'(22X34) 1 7- • EX. ' DATE DRAWN: 11/17/16 ATC JOB NO: 11909045 • .+",ii r -- � r rirrrrrrrr r. .,,r /".';',/, \,,rrrrrr..f?y. r ^r JT. , rlf r' •'e, j 11,j` DETAILED SITE PLAN & ';u..uJs A M .V►11_1.__TTX.( rlI,'✓t_,. l 6d?"F.++. EX/SIINIi GRADE TOWER ELEVATION SHEFT NUMBFR REvie,ION 02 TOWER ELEVATION SCALE NOT TO SCAT F c 10 1 0 ,6/11 �p/ 92A B4/- •EXISTING KRY 112 144/1 / P EXITING KKY 1(2 144/1 �P ANTENNA TO REMAIN 77A TO REMAIN AZ, illTTA TO REMAIN ! Q (1 PER SECTOR) (3 TYP) (7 PER SECTOR) (3 TYP.) Pj P .- EXISTING AIR 21:14A.+11%,...3 M 02A 94P 71 SEP SECTOR) (3 TYP) P/ P� ANTENNA TO REN i ' (1 PER SECTOR,) (3 TYP) 141111114404:* 1 AMERICAN TOWER' A, 1i - ` 4. illii 4. ATC TOWER SERVICES. LLC C3 — C.3 I ,, Q 3500 REGENCY PARKWAY A.Z.=270' ___ AZ.=270' ___ Qr ,�'� '�Ci�>ss ,�'� '-C=sy PROPOSED LNX-6515DS-AIM ANTENNA SUITE 100 G.4M'.IA j GATMA %5�mmaI (1 PER SECTOR)(3 TYP.) CARP, 27518 —======='--� PHONE:(919)46A-011: 441111111ii ig _ II o ■sss=s= v �) 7♦smr�k -�5Ma��t.-- �T 111E SL DRAWINGS AND.�OR THE ACCOMPANYING - ' •y —� �_-_- n// SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE ••��- �� I?.. ...'- '.1r..= m, ���� Y - EXCLUSIVt MOVER IY(M AMERICAN TOWER.THEIR USE AND ��_ . V P. �ss�--� P �- PUBLICATION SHALL BE RESTRICTED TO THE CMtIOINAI SITE EXISTI•VG PLATFORM — ` ��_= — EXISTING PLATFORM Z�S= /� �— FOR WHICH THEY ARE PREPARED ANY USE OR DISCLOSURE ��� _--- / — — —� �`� --__—_ ----��i:�= OTHER THAN THAT WHICH RELAY LS CO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED TRI r In G' 4==== y ' PROPOSED RRUS 11 B12 - -- 'O -ra;__a� mrsT DOCUMENTS SHALL REMAIN THE PROPERTY'OF LIE ME I O =: = 43 (1 PER SECTOR)(3 TYP.) CC== I C __ A3 PROJECT IS 1111 _ ,` v _ ._— .` EXECUTED TOWER R THE lR OR NOT OR �i='�_�_ 11111 IEEE ' AZ.=270' till , '_.... g "I--_moi GAMMA I OF S DRAWING IS I� _- -_-- : _ it-Ot! l:::) �- "--_ BEV. DESCRIPTION BY DATE ����;i®ss 5 I L.' sfisiis1= 5EmmID \ Ermaa�jip� B1 �'' ����51��i�B7 0 FOR CONSTRUCTION URL 71/1!/16 EXISTING TOWER ---- S=ffiS - i»>�S .-=====5" i ' A -� r-XISTING' TONEI;' =Ss� �` _�=_ .======- YY ---- -as---== Y` Q a �s. gsassss ‘35'.5.r- 1'� a=as _ isELM i' c9� Iiimmeisiummusw,4 :r, ���� �- B2 C 1 -=-oss =-�- 82 ''.0.---- ------_____ — AZ.-270' A — Cl _ ��� 4Z,-270' ---- > �, PROPOSED 2.3/8"0.D.X 98'ANTENNA ATC SITE NUMBER f—_ === f':� =ppr� c+ MOUNTING PIPE FOR PROPOSED GAMMA ,{ GAMMA ANTENNA(1 PER SECTOR)(3 TYP.) - EXISTING AIR 11. 1.SM H4A Hl+' 7 `& 15035 ANTENNA TO REMAIN _ , (1 PER SECTOR) (3 TYP.) • ` Y ATC SITE NAML ' a3 NORTHAMPTON p, / pc+ % LANDFILL MA " 'o EXISTING AIR 21, 1.3M 84A 82P ----/ �`"a `o, p ANTENNA TO REMAIN p SITE ADDRESS (1 PER SECTOR) (.3 TYP.) WESTHAMPTON RD FLORENCE.MA 01062 SEAL. 10 NOTES: EXISTING ANTENNA PLAN NOTES: O PROPOSED ANTENNA PLAN ,, ' : •TTr,. IPA1R1CK P. 1. ATC HAS NOT YET VERIFIED ANY EXISTING ANTENNA CONFIGURATION OR MOUNT CONFIGURATION.CONTRACTOR TO VERIFY MOUNT 1. ALL PROPOSED EQUIPMENT INCLUDING ANTENNAS,COAX,ETC SHALL BE MOUNTED IN ACCORDANCE WITH THE • BARRYCONFIGURATION HAS SUFFICIENT SPACE FOR PROPOSED LESSEE EQUIPMENT(I.E.CLEARANCES.MOUNT PIPE OR SUFFICIENT LENGTH,ETC.)ATC TOWER STRUCTURAL ANALYSIS ON FILE WITH THE ATC CM CML DID NOT ANALYZE ANTENNA MOUNT TO DETERMINE ADEQUATE STRUCTURAL CAPACITY FOR ANY LESSEE LOADING. 2. SPACING OF PROPOSED EQUIPMENT SHALE.BE CONFIRMED FOR TOWER CONFLICTS AND PROPOSED MOUNTS No.49188 SHALL NOT IMPEDE TOWER CLIMBING PEGS. �p M' 4011R*`" ,, EXISTING ANTENNA/COAX SCHEDULE PROPOSED ANTENNA/COAX SCHEDULE ::;�� . 1 _ ••. SECTOR ANT. MANUFACTURER(MODEL#) MOUNTING AZIMUTH MECH. ELEC. ADDITIONAL TOWER 1 ANTENNA COAX SECTOR ANT. PANEL MODEL# MOUNTING AZIMUT MECH. ELEC. ADDITIONAL TOWER ANTENNA COAX HEIGHT (TN) D TILT D-TILT MOUNTED EQUIPMENT DESCRIPTION HEIGHT H(TN) D-TILT D•TILT MOUNTED EQUIPMENT DESCRIPTION .4 r"v!A A/ AIR 21. i.3M 52A B4P 787' .^ .50' -- - I.1•'. '•.'h 4:PH4 A7 ALR 21, ?.3M 92A H4P 787'-O" 30' - KPY .172 144/1 (7) 1-5/8" 4..PHA 42 - - ALPHA A2 LNX-6515DS-AIM 18T-0" 30' - - RRUS 11 B12 SEE NOTE 2 r■T■� ALPHA A3 AIR 21, 1..1M H4A H2?' 187'-0" 30' - - - ' ,2 '-5/8•• 4LPH4 A3 A:;' 27. 7 IM 84A B2P 187'-0" 30' - (2) 1 5/8" 1 ■ •■1Vlobile2 BETA H1 AIR 21. 1.3M 82.4 84P 787'-0" 75:r' KRY 1+2 144,' (2; 1 5/8" BETA B1 AIR 21, 1.344 92A 84P 187'-0" 150' - - KPY • , .447' -- (2+ 1_5/8 OCTA 82 - - - - ALPHA A2 LNX-651505-AIM 18T-o" 150' - - RRUS 11 B12 SEC NOTE 2 DRAWN RY• BRL HETA 93 A!K 21, 1.3M H4A 821' 787'-0" 150' - -. - (2) 1-5/8" BETA 83 AIR21. 1.3M 94A 81P 187'-O" 150' - - -- -- (1) ?-5/8" - APPROVED BY: PPB DATE DRAWN: 11/17/16 1;4MMA J:1 AIR 21, 1.3M HTIA Hof' 187'-0" 270' KRY 172 144;1 (2) I-5/8" GAMMA :"•' AIR 21, 1.3M 62A B40 187'• 0" 7111• - Ki/1 ''2 744/7 (2) 1-5/8" ATC JOB NO: 11909045 GAMMA C2 - - - - ALPHA A2 LNX-65150$-A1M 18T-0" 270' • - RRUS 11 B12 SEE NOTE 2 GAMMA C3 4/P 21, :.3M B44 32' +87'-T1" 270' `/8 GAMMA C3 AIR 21, 1.3m 94A 02P 187' 2" 2="' - 2 I-5/8' ANTENNA INFORMATION •, FXIS+•'14;; '-.',/8" HYHKl l' i•X 1.BASED ON APPROVED ATC APPLICATION OAA888687,DATED 10-18-2016.CONFIRM WITH T-MOBILE REP FOR APPLICABLE UPDATES/REVISIONS AND & SCHEDULE MOST RECENT REDS. 8" HYBRIFL£X. - _ STILE T NUMBER RE VPSION 0 ANTENNA SCHEDULE C-501 0 3/8"X /4" EXP... _ / PROPOSED ANTENNA (EACH3SIDE) S BOLT ANTENNAS ��� r�y . , . �Il PROPOSED JUMPERA ilk i. , . TO ANTENNA 3/8'SS LOCK WASHER 91 (EACH SIDE) PROPOSED CONNECTOR AND TO EXISTING 1 ■ j WEATHERPROOFING KIT EwNA MASTS t. Z'..---au. i I �'� (�Q� -' Am AMERICAN TOWER' lk r �� �� PROPOSED WEATHERPROOFING KIT '; *- ,-* ATC TOWER SERVICES.LLC t■ —� ■ * ® 0' 3500 REGENCY � PROPOSED CABLE © .O Q CARY,NC 27518 NG COAX I!� Ir (�"op/Ih'D k'ITS I GROUND KIT r� Q Q Q 1JPHONE:(919)468-0112 Lai `_ry - ANTENNA CABLE 21/2"0 MAX ®•. O O O .Q —"• 1 �. I ` �"� Q Q -�, �p� - ANTENNA CABLE TO �+. Q THESE DRAWINGS ANUX)R 1111 ACCOMPANYING �� I I I I CABINET(TYP.) OO SPECIFICATION AS INSTRUMENTS OR SERVICE ARE 1111 IIIEXCLUSNE PROPERTY OF AMERICAN TOWER.THEIR USE AND Y ARE PREPARED ANY USE UR OISCLOSURE 1 I Pli ` 1` I It JI• / •, TUBLICATXIN SHAI I DE RESTRICTED TO THE ORIGINAL SITE } 1 \ I I I �� t)FOIIRWHICH IR THAN THAWHICH RELATES TO AMERICAN TOWER OR \ 1 I 1 j - GROUNDING KIT PER CABLE THE SPECIFIED CARRIER IS STNX:11 Y PROHIBITED TITLE TO • 1 MANUFACTURER'S RECOMMENDATIONS r (ERICO PM.EGBA14406AR OR EQUni / �I CC \ 1) I M6 AWG STRANDED CU (ANDREW APPROVED EQUAL) 114'X 4'X 6'GROUND BAR THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF \ \ \ / EXECUTEDRRNAN EIN 11•R TARf]HER�•TFCT NOR TIIET THE PROJECT E CNOMdEER WILL `��` 1 ) / WIRE WITH GREEN,600V, r BE PROVIDING ON SITE CONSTRUCTION REVIEW OI DOS 7 ` THWN INSULATION TWO HOLE LUG,TO BE USED `� , • PROJECT.CONTRACTOWs)MUST VERIFY AU.DIMENSIONS AND ••=...,,,,,,,e.:-............,........,:,,,, `.�`��` `` 1 I / I k WITH#2 AWG BCW ADNSI AMI NIEal1 TOWEROF ANY DISCREPANCES,ANY PRIOR GROUNDING I ( 116 AWG STRANDED COPPER GROUND (LOWER TOWER GROUND CONNECTION TO II n n n n w • n WIRE(GROUNDED TO GROUND BAR) BAR ONLY) VERSION ON FILE WITH ERIC TOWER DBV T)IC UTEST EXISTING IMAs , H II n n n n n • RFV DESCRIPTION BY DATE 'X'STING GROUNDING I I I I I I _ CONNECTION TO — GROUND BAR MOUNTED © GROUND BAR NOTES _E FOR CONSTRUCTION BRL 11/17/16 LIGHTNING I NEAR/BELOW ANTENNA I �� PROTECTION SYSTEM -'^ (TO BE INSTALLED IF REQUIRED) TO GROUND BAR 1. GROUND RAR KITS COME WITH ALL HARDWARE.NUTS.BOLTS, /\ 1 WASHERS,ETC.EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). L^\ NOTES: TO EQUIPMENT 2 GROUND BAR TO BE BONDED DIRECTLY TO TOWER. // 1 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS.SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS THE GROUND KIT NOTES: CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT ATC SITE NUMBER: CONSTRUCTION MANAGER OF ANY CONFLICTS. GROUND WIRE DOWN TO GROUND BAR. 2. SITE GROUNDING SHALL COMPLY WITH T-MOBILE GROUNDING STANDARDS,LATEST 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT(ANDREW PART 15035 EDITION.AND COMPLY WITH T-MOBILE GROUNDING CHECKLIST,LATEST VERSION.WHEN NUMBER 221213)AND INSTALLRAPE PER MANUFACTURERS SPECIFICATIONS. NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. ATC SITE NAME ® TYPICAL ANTENNA GROUNDING DIAGRAM O CABLE GROUND KIT CONNECTION DETAIL 0 TOWER GROUND BAR DETAIL NORTHAMPTON SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE.NOT TO SCALE LANDFILL MA SITE ADDRESS: WESTHAMPTON RD. (REPLACE WITH PROPOSED 6131 INSTALL FLORENCE MA 01062 AND CONNECT AS DIRECTED BY T-MOBILE) SEA! EXISTING iv-MOBILE PPC M' ry t, �� 7 PATRICK P• : BARRY CML ELECTRICAL NOTES: PROPOSED OR — No.49188 EXISTING 80A II�� d'onn�° 1. THIS DIAGRAM REPRESENTS THE BEST PRESENT BREAKER AL �v./ ., / KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE APPLICABLE ti / TIME OF THIS DESIGN.THE CONTRACTOR SHALL a A • VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT TERMINATE PER MANUFACTURER'S 2 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SPECIFICATIONS COORDINATE WITH THE T-MOBILE REPRESENTATIVE • AND LOCAL UTILITY COMPANY FOR THE INII INSTALLATION OF CONDUITS.CONDUCTORS, BREAKERS.DISCONNECTS,OR ANY OTHER T • EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE 1 • 'Mobile i1 e ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE ( R f AND NATIONAL CODES,ORDINANCES AND -- I - - - ' I y `' ` , 1 EY STING GRADL REGULATIONS APPLICABLE TO THIS PROJECT. I •. - - . I I DRAWN BY: BRL 3. ATC HAS NOT YET VERIFIED ANY EXISTING T-MOBILE I I PROPOSED 341 AWG CU&I4)AWG CU GROUND EQUIPMENT OR ELECTRICAL LOADING. L J IN 1-1/2"CONDUIT(MIN.) APPROVED BY: PPB PROPOSED WORK BASED ON INSTALLATION DATE DRAWN: 11/17/16 CONFIGURATION PROVIDED BY T-MOBILE. ATC JOB NO: 11909045 CONTRACTOR TO VERIFY EXISTING T-MOBILE PANEL HAS SUFFICIENT SPACE FOR PROPOSED BREAKER. GROUNDING DETAILS O SKFFT NIIMBFR RI V:;iVN ELECTRICAL UPGRADE DIAGRAM E-501 0 SCALE.NOT TO SCALE 5 AL_/02C u prig 702Cu Alpha Antenna View . , A1R21 -041;221 ' Antenna 03 •ntenna 9int.nna# LEGEND 4ara -':,•iii-: - MA ar • 82P RF Coax Cabling 1=10 Ilylarkl Cabl• U19 E. I'S: - --.. L TE :i.ii LTE TOO csm ... Ural ENV•.‘1 Section 5- RAN Equipment onk . U19 ..... ...- r : , .. ii • °dry,* L21 l'ocrt ••••• 1.11r tine RAN Equipment Rear of : 1.1 k • tit . mo.N. L7.0re:yt \ 11. Antenna row. L TOO r Mr -- . —. Einikees. 1 2 h „, Eseleeme Typo (REIS 2102) lei) 4 .- v ,A, iBaipeassii . i...=. 12 fov- 1 opt.' — . , Pods Pods Aft ... .,.• ....... . .§' 1,..... rrAUSII 812 Proposed RAN Equipment Fti 11'..5.--1 rtaf i 4' Tawsplass: 702Cu Outdoor RE A im txrr TT. I I I 1• • cc Easkus na1 2 3 I lir Pwas IA' ' I ' Eariboarellype (Rim 613,1) (Tower'icy Mount) RBS 2102) iti-.1A - A 1 11164.11/ 'CUS4fciitu int ise"cunee Luna) Z..1 r ampu.cam, j ii— AIR21 Interface Detail 1 1— Ilybeld Cable (Ericsson 9.18 HCS 82Orn) * el OrOurdIRO _ Point Spline MeMplever 0 1 1 - 3 . late. f -71 aria ec„11/71: 11022001s 1 II I u2,00 L " e -11972,01* WM teepee.Weft ,,,,..1. anove0.1 e.._ 10 __ ... .• "'WI A ....'6i 'Pal Final inhshould Naa on have .-. .. Af mau 1 r. (3)A1R21 VARA P X (3)AIR21 B2PIS4A (3)8'Dual Pole Ant.,nn as ,...1 t•• 4• .r.i CI E Own*, 0 ../ .7,48V DC (3)RRUS B12 Port 1 Port Alarm, • 0.0,0.1.09 Poem' (3)Twin AWS TMAs 1 ---, ...- (6)Feeder lines(coax)br U2100 rt, •s, 1-, r; f i 4,:-.-=j1:5,,-...,:Ihr...7,1°F, 1 P l 4)1,4 (1)Ericsson 908 FCS ! (1)LMU RF . Port 1 - i II '3:LIIIIIIIIIIIMMII.MIMIIIIIIII1111111111 C) RAN CONFIGURATION 8 Slett93MILMBILAL,..uo 10 SCA1F NOT TO scA r- —sow- RU22 — LUG 4 0 •-t •4.1t1S.44 ::-.."--- a a o is 6 is es is . RU22 11 .-41. .L.:2 7 6 0 0 11 O.o 5 60 00 •, II L .. _ _ . Notes ® ANTENNA CONFIGURATION SCALE.NOT TO SCALE SUPPLEMENTAL -.• ILLI "4'.._MbL REVISION. NO1E. THIS SHEET CREATFD HY OTHERS AND PROVIDED R-601 0 BY REOUFST OF CUSTOMER WITHOUT EDIT 0 v 170 GLENDALE RD BP-2017-0744 GIS#: COMMONWEALTH OF MASSACHUSETTS Map'Block:42-089 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: CELL TOWER BUILDING PERMIT Permit4 BP-2017-0744 Project# JS-2017-001238 Est.Cost: $15000.00 Fee: $150.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: HPC WIRELESS LLC 107527 Lot Size(sq.ft.): 2265120.00 Owner: T-Mobile Northeast LLC Zoning: Applicant HPC WIRELESS LLC AT: 170 GLENDALE RD Applicant Address: Phone: Insurance: 42 MILL PLAIN RD (203) 797-1112 WC DAN BURYCT ISSUED ON:12/7/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 3 ANTENNAS & 3 RRUs TO THE EXISTING TOWER POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/7/2016 0:00:00 $150.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0744 APPLICANT/CONTACT PERSON HPC WIRELESS LLC ADDRESS/PHONE 42 MILL PLAIN RD DANBURY (203)797-1112 PROPERTY LOCATION 170 GLENDALE RD MAP 42 PARCEL 089 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid \OV Building Permit Filled out Fee Paid Typeof Construction: INSTALL 3 ANTENNAS&3 RRUs TO THE EXISTING TOWER New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 107527 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON PiCeD d LEcta°NI C pipe INFORMATION PRESENTED: ✓Approved Additional permits required(see below) ,SE€fµ41 L' 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 Demolition Delay (LX—v9 3—fre Signature of Building Official 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 Office of Planning&Development for more information. HCD, a\-3c Version 1.7 Commercial Building Permit May 15,2000 Department use only City of Northampton Status of Permit: Building Department Curb CuWrireway Permit 212 Main Street Sewer/Septic Avsabiity Room 100 Water/Wel Availability Northampton, MA 01060 Two Sets of Structural Pians phone 413-587-1240 Fax 413-587-1272 Ploustte Plans Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Proverb/Address: This section to be completed by office \-1(3 G\tlac\C \k04cJ Map Lot Unit ttvv�� Zone Overlay District 1OceNCZ. 1cr, q Elm SL District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: T- MyS � N OctSte\ Rarlv14.", Name(Print) Current Mailing Address: SO$ - (a(rl - 3\OC Signature Telephone 2.2 Authorized Agent: C c& ksJo\Cct.1/43 55 R >N TOclvt_ Sh\1� GtAvv, t4 Name(Print) Current Mailing Address: So$-GG1 -3\oo Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 5100a (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection rt 6. Total=(1 +2+3+4+ 5) Check Number rt� This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Version)7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs 0 Demolition Repairs Additions ❑ Accessory Building 0 Exterior Alteration ❑ Existing Ground Sign 0 New Signs❑ Roo(fing❑ Change of Use❑ Other 6S t ,L Brief Description ® . 6N �6�a\Fp`(' \-14\(:\pr\e_ woc cent s‘s\S oC\ t N`Mtet3 Of Proposed Work: \ 4 3 auk a /o anJ 3 St 3S ion zx\s\,Nm w3 \.....,,, SECTION 5-USE GROUP AND CONSTRUCTION TYPE J USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly CI A-1 ❑ A-2 0 A-3 ❑ 1A I ❑ A-4 ❑ A-5 0 lB ❑ B Business ❑ 2A 0 E Educational ❑ 2B I 0 F Factory 0 F-1 0 F-2 0 2C ❑ H High Hazard 0 3A ❑ I Institutional ❑ I-1 ❑ 1-2 0 1-3 0 3B 0 M Mercantile 0 4 0 R Residential 0 R-1 ❑ R-2 ❑ R-3 0 5A 0 S Storage 0 S-1 0 S-2 0 58 I 0 U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1' 1m 2 2nd 3,e 3,0 4m 4th Total Area (sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 Private 0 Zone Outside Flood Zone❑ Municipal 0 On site disposal system Version!.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage °o Open Space Footage % (Lot area minus bldg&paved parking) N of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding per been issued for/on the site? NO O DON'T KNOW YES O IF YES, date issued: IF YES: Was the permit recorded at the Regist of Deeds? NO O DONT KNOW YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO 0 IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO c IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excava n,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15.2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address - - --- - Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): T C1rs Ste. _ r Name Area of Rp blty Address Registration Number CO— . 1 11� Sig (A, \Ob` Signature Telephone Expiration Date Name Area of Responsibility Address Registrat on Number Signature Telephone Expiration Date Name Areaa of Responsibility onsibiliry Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor \\p�. WscC\25j Nat Applicable Company Name: _._.. 1VQJA Responsible In Charge of Construction \ \ \1`d Q�Jtc- e"),/ a:F Q $a..,�h.\pc�d :. \kb _ .. . .-- Address See_ \LekSC -. Signature Telephone Version!.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes O No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ,as Owner of the subject property hereby authorize _._____ _________ _ .. _.. to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the Rains and penalties of perry. Print Name C oixaE7 VA\atAv Co Signal of Owner/A•enf Dat SECTION 12-CO TRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable Name of License Holder:. License Number Address Expiration Date Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit 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. Signed Affidavit Attached Yes tJ No 0 r City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: \Cys The debris will be transported by: {cvc� The debris will be received by: Hi?C css Building permit number: Name of Permit Applicant f w \Ja`cce , Date Signature of Perm' Applicant IZX The Commonwealth of Massachusetts = el Department ofIndustrial Accidents v— n 1 Congress Street,Suite 100 — Boston,MA 02114-2017 - • _ ww inass.gov/rind Workers'Compensation insurance Affidavit:General Businesses. TO BE FILED WITH THE PERMITTING AUTHORITY. bootie-ant Information Please Print Le¢ibiv B usiness/Organization Name:HPC Wireless Services,LLC Address:22 Shelter Rock Lane,Building C City/State/Zip:Danbury,CT,06810 phone#:203-797-1112 Are you an employer?Check the appropriate box: Business Type(required): I.© l am a employer with 55 employees(full and/ 5. ❑Retail or part-tIme)7 6. ❑Restanrant/Bar/Eating Establishment 2.0 Iain a sole proprietor or partnership and have no 7. ❑Office and/or Sales(hid.real estate,auto,eta.) employees working for Inc in any capacity. S. Non-profit [No workers'comp,insurance required] ❑Non-P 3.❑ We are a corporation and its officers have exercised 9. ❑Entertainment their right of exemption per c. 152,§I(4),and we have 10.0 Manufacturing no employees.[No workers'comp.Insurance required]•• 11.0Health Care 4.❑ We are a non-profit organization,staffed by volunteers, Te ecammunica ions with no employees.[No workers'comp.insurance req.] 12.0 Other 'Any applicant tial checks ban el must also fill out Ne section below shoving their nahm'compensation Polley information "lithe corporate officers have exempted themselves,but she corporation has tuber employees,a yarlxn'compensation policy is required and such an organization should check box al. I an:an employer that providing workers'compensation insurance for Illy employees. Below is as policy information, Insurance Company Name:Zurich American Insurance Company Insurer's Address:3 Executive Park Drive,Suite 300 City/Stale/Zip: Bedford,NH,03110 -- — Policy#or Self-ins.Lie.#552553804 Expiration Dale:7/6/2017 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the Cann ofa STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I da ltereby certify,touter `the —pnlns at penalties of perjuryVhnl The information provided above Is true and correct $iwnulum / wrla� • / Date: ?mimic, fume 4.203-797-11 2 Official use only. Do not'villein this area,to be completed by clh'anoint offlrlai. City or Town: _ Permit/License If _ issuing Authority(circle one): I.Board of Health 2.Building Department 3.Clly/ own Clerk 4.Licensing Board 5.Selectmen's Office 6.Other Contact Person: Phone It: xww.massgov/dia It...chu.Mb -Dnatan.rd of Public Baty Board Of Raimo R.pul.b.and Buttlrd. Cling : Yhpennor ■ Lb : CS-107827 NOVA CRBVIER Sob hbri RIVERVIEW Pio B Southbridge MA O1LA r r 7.4 .d,4CC. g><plrr/.n Cpnepronor OO109/20IY Client#:1591898 141 HPCWIR ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE IMMIDOYWYI 1111/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policyliesl must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsament(s). CpNr PRODUCER WC" Jennifer Burton BS&T-Atlantic Risk Management ",410480-4400 ;MMX No):866-549-3345 5850 Waterloo Road,Suite 240 '--" _ — — ---- - -- ---- - Columbia,MD 21045 AOans3:Jen nit er.burton@bbandNtom _ INS'SpecialtyaFFORWnd COVERAGE __ NAICA_ 410 4804400 INSURER A:Cincinnati Underwrite 13037 INSURED INSURER c:Altera Excess n Surplus Ins. 33189 HPC Wireless Services LLC uric --- -- -- -- 22 Shelter Rock Lane wwMRc:2urieh American Insurance Co. 27866 Building C INSURER o:Lloyds of Londonnsura10677FORIN Danbury,CT 06810 INSURER E:Cincinnati Insurance Company 10677 wsuses s:Hanover Insurance Company 22292 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY WHAT THE POLICIES OF NSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMEN', TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIPCA'E MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDEO BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS ix AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ITR TYPE OF INSURANCE ppL1DEXp - - L ;INN, POLICY NUMBER IN 07(061201 LIMITS A GENERAL DAMUTY I X X ',CS00060023 07/08/201407/06/2016 EACH OCCURRENCE $1,000,000 XI COMMERCIAL GENE xAL!IABL'YEaNTZE s�QEo__ r,L S'1,0,000 L _AIMS- MADEx µ m OCCUP MED EPP ,y aPxrnl s100 X BUPO Ded:2,500 I PERSONS&ACV.NJURY E1000,000 I I GENERAL AGGREGATE _ 52,000,000 OENLACGREGATF I-MTAPPLIES PER. PRODUCTS-COMPIOPAOC s2,000,000 I PDL CY 1 X Ter- I .LOC I $ E UT MOL OELDMLITY X 1 X- SCHEDULED EBA0260662 710612014 07/06/2015 EBMBI EDSNCE r ,000,000 1 I 5 X ANY AUTO I RO J iP vrsom $ Aures AUTOS 30 JLR iP deii$ xIHREDAUOB X A�JNOS E PROPERTY DAMAGE -_$ -- B 1 UMBRELLA OAR X�OCCUR X HXr accident' MAX3EC50000535 07106/20140]/06/2016 EACHOCCURRENCE 56000000 X EXCESS LIAR 1 CUIMAM,SIE AGGREGATE s6.000,000 BED I RETENTION 5 I $ C WORKERS COMPENSATION X WC652553802 :7/06/2014 07/06/2015 X 'Ii nAn. /Co-- ANOEMPLOYERS'W& TIN LIABILITY TORT LIMli9 IEfl ANY PROPRIETORIPA-r rExECUTVE wwI NJA E_ EACH ACCIDENT $1000__000 OIOERIMEMBEJt EFCWDEZ, r hASE-- -...__ - IMNRYbry in Nm E D UBEA E--A EMpLar E OPG__0_00_. DESCRIPTpNOF OPERATIONSems EL ] SE .00Y_NT 0,000,0.00 F Install.Floater X X RHOA0417801 7/06/2014 07/06/2015 Limit:51,000,000 D Professional LMb PGIARK0300800 17/06/201407/06/2015 Per Claim 82M/Agg$2M D Pollution Liab I PGIARK0300800 7/06/2014 07/06/2015 Per Claim$2M/Agg 52M O E3C11PTION OP OPERATIONSI LOCAIONSI VEHICLES WHO ACORD 101,Amwonn Revels SOWN*.I1 mon space Is rewind, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ®1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S12796672/M12856606 JOOL specified in the written contract or agreement. My coverage provided herein will be excess the limits applicable to the additional insured over any other valid and collectible insurance are those specified in the Declarations of this available to the additional Insured whether Coverage Part. The limits of insurance are in- primary, excess, contingent or on any other clusive of and not in addition to the limits of basis unless you have agreed In a written Insurance shown In the Declarations. contract or written agreement executed prior 0. With respect to the Insurance afforded to to any loss that this insurance will be primary. PThis insurance will be noncontributory only if these additional Insureds, SECTION IV - you have so agreed in a written contract or COMMERCIAL GENERAL LIABILITY COW written agreement executed prior to any loss OMONS, 4.Other Insurance is amended to and this coverage Is determined to be pri- include: mary. Includes copyrighted material of ISO CSGA 437 11 08 Properties,Inc.,with its permission. Page 2 of 2 ❑ • Mn..Phusadu Department of Public Bahty Board of Building Regulation.and Standards Conilttal n sumtnm,r License CB-107527 NOVA CREVIER IotlhIVEg PLA TR MAEW Southbridge 01550 °;,L.b, UPI ration C nn.1 won„ 06105/2017 A Eng.Number OAA688687_C2_o2 October 24 2016 Page loft AMERICAN TOWER` Structural Evaluation _ATC_Site Number&Name 15035,Northampton Landfill MA,MA Carrier Site Number&Name 4SH0213C,SH213/ATC Northampton _ Site Location Westhampton Road Florence, MA 01062-9806,Hampshire County 4129556944 N/-72.70784444 W Tower Description 198.9 ft Monopole Basic Wind Speed 95 mph(3-Second Gust) 11 Basic Wind Speed w/Ice 40 mph (3-Second Gust)w/1"ice Code ANSI/T1A-222-G/2009 IBC/Massachusetts State Building Code,8t"Edition Existing and Reserved Equipment Elevation'(ft) Mourn RAD CN Antenna MountType Lines Canter 3 Alcatel-Lucent ALU 800MHz External Notch Filter 1 Alcatel-Lucent MPR e 3 Alcatel-Lucent 800MHz RRH 197.0 197.0 3 Alcatel-Lucent 1900MHz RRH (4)1 1/4"Hybriflex Low Profile Platform Sprint Nextel 3 Alcatel-Lucent TD-RRH8x20-25 w/Solar (1)0.24"Cat 5 Shield 1_1__ RFSSB2-107AMPT 34 RFS AP)WtM14-C-120 3 I RFSAPXVSPP18-C-A20 34 Ericsson KRY 112144/1 --- (12)15/8"Coax 187.0 187.0 3Ericsson AIR 21,1.3 M,B2A B4P Low Profile Platform T-Mobile 3 I Ericsson AIR 21,1.3M,84A B2P (1)1 5/8"Hybriflex 12 Kathrein 860 10025 © Ericsson RRUS-11800MHz 6 Powerwave 1119-08BP111-001 (12)15/8"Coax 175.0 175.0 1 Raytap DC6-48-60-1S-8E. Low Profile Platform (2)0.78"8 AWG 6 AT&T Mobility 6 Kathrein 80010122 (1)0.39"Fiber Trunk 1 Andrew SBNH-106565C © Powerwave P65-17-XLH-RR 144.0 144.0 1 Telewave ANT150F2 Side Arm (1)7/8"Coax City Of Northampton Police Dept 6 RFS FD9R6004/2C-3L © AnteI BXA-171085-8BF-EDIN-X 142.0 142 0 2 Antel BXA-70063{4CF Low Profile Platform (12)15{8"Coax Verizon 6 Antel LPA-80063/4CF 1 Ante(BXA-70063-6CF-EDIN-X 135.0 1359 © RFS APXV18-206517 Flush (6)15/8"Coax Metro PCS 1 Radio/ODU 120.0 1200 1 4'HP Dish Flush (1)1{2"Coax Ell Radio/ODU Flush (1)3/8"Coax AT&T Mobility 116.0 116.0 1 2'HP Dish Radio/DDD Flush (1)3/8"Coax 114.0 114.0 1-1— YHP Dish 73.0 73.0 1 PREL GPS-TMG-HR-26N Flush (1)V2"Coax Sprint Nextel ATC towee SeMces,Inc. ,3500 Regency Parkway,Supte 100-Car,NC 27518-919.468 0112 Office-919466 5414 Fax-www.america ntOwer com Eng. Number OAA688687_C2_02 October 24 2016 Page 2 of 2 AMERICAN TOWER' COR e n RATION Equipment to be Removed Elevation'(ft) Mount RAD 4N Antenna MountType Lines Cornier 187.0 187.0 - - (1)1.2e Cable Bundle l T-Mobile Proposed Equipment Elevation'(ft) j Mount RAD 4N Antenna MountType Lines Carrier 187.0 187.0 3 Ericsson RRUS 11812 Low Profile Platform 16)15/8"Coax T-Mobile 3 Andrew LNx-6515DS-AIM Mount elevation is defined as height above bottom of steel structure to bottom of mount,RAD elevation is defined as center of antenna above grade level(AGL). Install proposed coax inside of the pole shaft. The existing and proposed loads listed in the tables above are compared to the tower's current design capacity or previous structural analysis. The tower should be re-evaluated as future loads are added or if actual loads are found different from those listed in the tables. The subject tower and foundation are adequate to support the above stated loads in conformance with specified requirements. Reviewed by Bryan Lanier PE Structural Team Leader tHOFrtF-4y Y LAMER � 39 MKT IV NPRV. qI si!epapi Oct 25 2016 7:03 AM IDB/AMS COSI8D PTC Tower Services,Inc. .3500 Regency Parkway.suite 100-Cary,NC 275 IS-919-46S-0112 Office-919.466.5414 Pax-www.amencanlower coin 11/21/16 Hello, My name is Adam Wolf rey and recently T-Mobile hired my company to do work on their cell site located at 170 Glendale Road in Florence MA. The total cost of construction is$15,000.Can you please email the cost of the application fee? My email address is awolfrey@clinellc.com. I will promptly send you the application check. Thanks, Adam Wolfrey