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42-089 (6) NOTE: ' DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT FROM ANTENNA TOWER MOUNTED G WIRE DOWN TO CIGBE AMPLIFIER/ NOTE: DO NOT INSTALL CABLE GROUND • L KIT AT A BEND AND ALWAYS DIRECT ® GROUND WIRE DOWN TO CIGBE GROUND BAR + ON WALL OR ANTENNA SIZE 6 AWG (TYP) _ ON ANTE NA JUMPE TOWER /6 AWG FROM 1 Tx/Rx i : O ANTENNA CABLE (TYP. 2 /SECT. \_ 1, GROUND TO GROUND 1111, rti BAR COMMSCOPE _ RRH RRH JUMPER REQUIRED ONLY Fl i LTE AWE WHEN 1 1/4'4 AND LARGER PROVIDE NO —OX \ (TYP.) i� BEHIND 2 —HOLE FIBER & DC LUGS POWER i . !I - - - I00 00 OO r . ■ _ — I GROUND TO :� 1pm ` ■ OO o.. O O O O O /'� 00 00 0O 0p GROUND BAR �P O O O O • . ` 1 1 0' SURGE ARRESTOR COMMSCOP ANTENNA CABLE 916132 TO CABLE TRAY (TYP.) O Op DC6- 48- 60 -18 -8F o ' AT&T LTE FIBER & \ DC POWER _ GROUND TO 6 AWG 1 GROUND BAR % FROM ANTENNA 1 111111 TWO HOLE LUG, TO BE DC POWE ( IBER 0 FRAME SUPPORT METE GROUND BAR /\ USED WITH #2 AWG BCW \ I / 11 Y NEWTON, SIMILAR TO W. TO BUILDING AND RING \\ f/ MOUNTED NEAR /BELOW \/ GROUND ANTENNA #2 AWG BCW # AWG BCW, BONDED To GROUND WIRE DC6- 48 -60 -0 OUTDOOR ALONG GABLE TRAY INSTALLATION OF GROUND WIRE TO GROUND BAR 2 —1B -01 SURGE PURCELL TO CIGBE /MIGB SCALE: N.T.S. GROUND TO GROUND ARRESTOR CABINET GROUND TO GROUND 05 BAR OR SHELTER BAR OR SHELTER CONNECTION OF GROUND WIRES TO GROUNDING BAR (CIGBE) 1 GROUND HALO / \ GROUND HALO SCALE: N.T.S. 05 I I_ — __1I NOTE: G 'N4.. 1. CONTRACTOR TO CONFIRM ALL PARTS 2. INSTALL ALL EQUIPMENT PER MANUFACTURERS " = :WrNC RECOMMENDATIONS I PLUMBING DIAGRAM 3 .. rmE 4 I_y$ mE re SCALE: N.T.S. 05 NOTE 2 NOTE 2 NOTE 2 NOTE 2 . V%. • V` I ANTENNA COAX ANTENNA COAX ANTENNA COAX 2 —GPS COAX DOT. GND KIT B0T GND KIT BDi. GND KIT GND KIT TrE Cr ITPEnx Eg CABLE CABLE CABLE CABLE (2) 20' 140' 250' '� '� #6 AWG ANTENNA ANTENNA ANTENNA NOTE 1 NOTE 1 NOTE 1 DISCON. I ANTENNA COAX ANTENNA COAX ANTENNA COAX EQU. SWITCH TOP GND KIT TOP GND KIT TOP GND KIT rmc TA CABLE CABLE CABLE GPS #6 AWG ' #2 BCW BDT. MGB GROUNDING CONNECTION DETAIL 5 GND BAR I I GND BAR I I CND BAR I • • • • • • • • 42 BCW ti f ' • SCALE: N.T.S. 05 1 -2 AWG TO MAIN GROUND BAR • 1 TOP . (MGB) IN EQUIPMENT SPACE OR • '� ,- 1 # BCW BURIED GROUND CONDUCTOR AS (1 (1 r1 2/0 BCW TO SHELTER NEWTON INSTRUMENT COMPANY, INC. APPLICABLE ��_� GROUND SYSTEM BUTNER, N.C. OR APPROVED EQUAL EXOTHERMIC WELD #2 GREEN CONDUITS INSULATED TO ITEM REQ. PART NO. DESCRIPTION (OUTDOORS ON —GRADE $111114/Ar 0 BOT TOM MGB CABLE TRAY ''Y T W RC TU E %ISYING ONLY) O 1 1/4 "x4 "x12" PRE DRILLED GND. BAR TOWER GROUND SYSTEM 0 2 A -6056 WALL MTG. BRKT. 1) � / •m � 0 0 2 3061 —4 INSULATORS • ('° 0 0 0 NOTE: o 0 o c 0 4.. ® 2 3012 -13 5/8 "- 11x4" H.H.C.S. / f 0 0 0 c 0 1. BOND ANTENNA GROUNDING KIT CABLE TO TOP CIGBE _ /sY ` — I w o 2. BOND ANTENNA GROUNDING KIT CABLE TO BOTTOM CIGBE 5O 4 3015 -8 5/8 LOCKWASHER `J © o o 1) 1' 10" © 2 3014 -8 5/8 " -11 HEX NUT 1/4" __IL SCHEMATIC GROUNDING DIAGRAM 7 GROUND BAR DETAIL 6 SCALE: N.T.S. 05 SCALE: N.T.S. 05 SITE NUMBER: MA5241 0�°F"`'4. it s AT&T MOBILITY SITE NAME: NORTHAMPTON 489 Washington MA0 Street _ GLENDALE a t &t Auburn, MA 01501 £ 7 ]5/16/1 FOR PERMIT APPLICATION G.A.M NO.2R5C8 Q eL(soa >se1 -9590 -��� -�_ �.�� GROUNDING DETAILS J fax (508) ,r GLOBAL SERVICES 17 0 GLENDALE ROAD �� 550 COCHITUATE RD Q �a/16/12 FOR REVIEW c.A.M. �,.za; ,' 4 • " ilrf= i>.i� JOB NUMBER DRAWING NUMBER REV mnobre (d3verticalresourcesgrp.com NORTHAMPTON, MA 01062 SUITES 13 & 1 4 NO. DA TE REVISION BY CHK APP'D VERTICAL RESOURCES GRP. 800 Marshall Phelps Road, #2A HAMPSHIRE COUNTY FRAMINOHAM MA 01 50 -145 OS 1 Windsor, CT 06095 SCALE 'DESIGNED BY M.N. IDRAWN BY GA .M. • 4 NOTES; NOTES• STRUCTURAL ANALYSIS TO REFER TO FINAL RF DATA DETERMINE TOWERS CAPACITY _ _ _ EXISTING CARRIER 6 PANELS SHEET FOR FINAL ANTENNA PROPOSED AT &T PI ATFORM & RRH MWNT TO SUPPORT PROPOSED 0 t1997CEN7fRJ A.C.L. SETTINGS AND CONFIGURATIONS pROPOSFO AT&T PLATFORM & RRH PROPOSED 3 NEW LIE ANTENNA !�� �T f. !�,r (. • /�• " '� ANTENNAS SHALL BE DONE BY • dlO/NT NEED TO RF INSTAI 1E0 SO THAT . OTHERS I JHF EXISTING OY IMBINC LAMER *ILL •ANELS ON EXISTING PLATFORM 12900ER AR NOT RF OBSTRUCTED (I/SECT, J TOT.) _ _ _ EXISTING CARRIER 6 PANELS 'I I ANTENNAS Q 4 '" 0 11186 CENTER J A.G.L. P BE ROTATED r0 MATCH o �� PROPOSED RRH MOUNTED TO NEW Q'r� LTE AZIMUTH `� sill , o 3/8" PIPE (2/SECT., 6 TOT.)N. �, �� (1/sECr, 6 Tar) ', (P) CL AT &T (6) RRH + N 7 PROPOSED SURGE ARRESTOR •• I — I r (I) SURGE ARRESTOR- PROPOSED SURGE ARRESTOR 11 ELEV. =EIRE -0" f AO 1-6110:4"....„, PROPOSED RRH MOU NTED �. ` dUNlED 7O 2 JIB'/ SUPPORT /� 006- 48- 60 -18-8F MOUN . - i�.i - -� - - - � ' TO 2 3/8'0 SUPPORT �l ' PIPE BELOW PLATFORM •> hI !• BEHIND PANEL ANTENNAS 'Lie)1 AT&TI�ANTENNAS / �i PIPE RIGHT ABOIf / � �� ELEV. = f171 -0' f A. �1 1,,- • ` Vi '' ,/� EXISTING PLATFORM '��( �d�i'1� /� / PROPOSED J NEW ANTENNA • � (2/SEC 6 TOT.) PANELS ON EXISTING LOW PROFILE �� \ "� EXISTING ANTENNAS & / \ ( \EXISTING ANTENNA PANELS ON OUTER ii, E 1 `• r ' PLATFORM TO BE PLATFORM (I/SECT, 3 IOL) PIPE MOUNTS TO REMAIN (1 /SECT, 6 TOT.) Mb :f1 � I 0 �` � , � �r•J 1 �T 2�UM� P2. � ,` � " ^O7A lED 70 MATCH 5 �N ZE P� � . � �� A LTE AZIMUTHS '` 2 . `� Pa-- 11 ! V , C ° 2 0. 9 (2 /SECT., 6 TOT:) .� - , ' `' 25 U�,15 11 � ; 1 PROPOSED UN/YERSAL RING i,i; `, G 2• * , % ?S �, MOUNT VALMONT PART ,? yT S�� 7 R PROPOSED 3 NEW LTE ANTENNA LI{RM OR 104-AOK PROP RRH MOUNTED TO _ _ EXISTING CARRIER 12 PANELS � • PROPOSED J NEW LTE t' O • •ANQS ON EXISTING PLATFORM EW 1 3/8 SUPPORT PIPE 0 1144 7CENTERJ A.G.L. EXISTING ANTENNA • % A. ANTENNA PANELS ON % 4f P� (1/SECT... 3 TOT.) ` ( 2 CT., 6 ror. EXISTING PLATE. • ) PANELS ON OUTER (1/SECT, 3 TOT) EXISTING PIPE MOUNTS 70 EXISTING ANTENNAS ::7, _ EXISTING CARRIER 3 PANELS REMAIN (I/SECT, TO BE ROTATED 70 MONOPOLE SHAFT ®11J77CEN7ERJ A.C.L. 3 TOT.) MATCH LIE AZIMUTHS (2 /SECL, 6 TDL) EXISTING PROPOSED Pl PROPOSED 8 STAND OFF P OUNTED DTO N ARRESTOR ARM VALMONT PART / SUPPORT PIPE (7 TOT) ANTENNA MOUNTING PLAN VIEW 1 2 MUM (TOT OF 3) gli _ _ EXISTTNC CARRIER 3 DISHES SCALE: N.T.S. 04 I 0 ±1113; 115; 718' A.G.L. jll'I I' I PROPOSED RRN MOUNTED IO PROPOSED 2 3/8"/ SUPPORT ' fW 2 T.. 6 SUPPORT PIPE ( PIPE (I/SECT.. 3 ror.) (2/SECT., s ror.) 1 I q P I T 70 BE SUwNEAO N/ nLr lNSrau a rdr P I PROPO PLATFORM .... ,aq. T , • PRCPOOS�� INSTAIIED SO THAT THE 1 11 _�/+ NOT BE OBSTRUCTED l �-1- 1 0 p 0/ i • MOM °MiCililt* IN t � _ ; — ( EXISTING 199' TALL 1� P ROPOSED UNIIRSAL RING - I MONOPOLE ON M OR R RM --ADK MOUNTED RIB CONCRETE FOOTING A804£ EXISTING MOUNT PROPOSED DUAL BAND • ANTENNA 96 x11.8 x6.0 - AT&T COAXIAL, DC POWER & ABER 1 I • : PROPOSED SURGE ARRESTOR CABLES RUN INSIDE POLE . _ OUNTED TO NEW 2 3/8/ • I PART VALMUNi SIZE RANGE SUPPORT PIPE (1 TOT.) PROPOSED AT&T LIE OY'S ANTENNA I PART N MOUNTED TO TOP OF NEW H -FRAME POST LWRM 801068 12 ' • RM - ADK 157286 36 " - 60" P 1 ROPOSED AT &T LIE DC POWER d I .. , ADAPTER KIT FIBER ON EXPANDED ICE . + I .. . • PROPOSED LTE PURCELL CABINET & II'. SURGE SUPPRESSOR (BELOW) I XIS7TNC ACCESS GATE MOUNTED ON A NEW H -FRAME OR I EXISTING FENCED EXISTING CONCRETE PAD I AREA 771H BARBED WIRE . EXISTING AT &7 I EXISTING POWER & � ....y EQUIPMENT T. , I TELCO DEMARC REMAIN I OUN7INC BRACKET —__- — -- - PROPOSED RRH & SURGE MI .•; � ; A I it a ARRESTOR MOUNTING DETAIL 4 oo SCALE N.T.S. 04 GRAPHIC SCALE PROPOSED ANTENNA MOUNT 5 ELEVATION VIEW %IIIII�' b SCALE: N.T.S. 04 SCALE: 1" = 12' 04 ( IN FEET ) t inch = 12 R4 SITE NUMBER: MA5241 ' " °EM''. AT&T MOBILITY r VRG 9 SITE NAME: NORTHAMPTO 489 Washington Street Auburn, MA 01501 �X GLENDALE at &t ,L 35/16/12 FOR PERMIT APPLICATION c.A.M. rv o, xsT - ELEVATION VIEW tel.(508) 981- 9590 H,..= ?,.. ��� ANTENNA LAYOUT fax (soB)s�s -esas GLOBAL SERVICES 170 GLENDALE ROAD 550 COCHITUATE RD Ao 33 /16/12 FOR REVIEW G.AM. v � ,* mnobre @verticalresourcesgrp.com NORTHAMPTON, MA 01062 �ttttt - SUITES 13 & 1 4 JOB NUMBER DRAWING NUMBER REV VERTICAL RESOURCES GRP. 800 Marshall Phelps Road, #2A NO. DATE REVISION BY CHK APP'D Windsor, CT 06095 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 16 50 1a5 04 1 \ SCALE DESIGNED BY: M.N. DRAWN BY: G.A.M. G ENERAL NOTES 2 THE CELLULAR INSTALLATION IS AN UNMANNED 3. CONSTRUCTION, MAINTENANCE & OPERATION OF „ PRIVATE AND SECURED COMPOUND. IT IS ONLY PROPOSED TOWER FACILITY WILL BE HELD IN . TYPE. DIMENSIONS, MOUNTING HARDWARE, AND ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ACCORDANCE WITH ALL APPLICABLE LOCAL. 1 THE TY UNISTRUT P1000 THE POSITIONS OF ALL EQUIPMENT IN THE ROUTINE MAINTENANCE AND THEREFORE DOES NOT STATE & FEDERAL REGULATIONS AND GUIDELINES. GALV. (TYP) IF 2 -g REQUIRE ANY WATER OR SANITARY SEWER SERVICE. COMPOUND ARE SHOWN IN ILLUSTRATIVE FASHION. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRED PER 3 • 1/2" SCH40 •IPE CAP NP. THESE DRAWINGS ARE NOT INTENDED FOR REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. MANUFACTURERS GALV. POST CONSTRUCTION. ACTUAL HARDWARE DETAILS AND RECOMMENDATIONS 2 am FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM SECURE UNISTRUT WHAT IS SHOWN. at r TO SUPPORT POST UNISTRUT P1000 WITH 1 LT GALV. (NP) . — GALV. U-BOLT - 3 1 CAB' LTE PURCELL ' /2" SCH40 ��GALV UNISTRUT P1000 CABINET /)FL %i 6W5 . POST S 1 CALV. (TYP) 1 UNISTRUT GALV. TOP) IF REQUIRED 1 AT &T LTE PURCELL PER MANUFACTUFACTU RERS 0 CABINETFLx16W5 RECOMMENDATIONS 0 • u U NISTRUT P1000 `c________----- GALV. (TYP) �L� r• —• _ _ L AT &T SURGE SURPRESSOR_ ° ��I DC6048- 60- 0 -19 -01 SECURE UNISTRUT TO I. —__ - CAL SUPPORT POST °"` MOUNT 12 "x12 "x1/4" —�f GALV. U -BOLT f.W.} NOTE: BASE PLATE TO CEMENT sl PROPOSED EQUIPMENT USING 4 -1/2"o HILT' SHALL BE MOUNTED PER KWIK BOLTS : == :) ,, MANUFACTURERS RECOMMENDATIONS 1 1' 1 _ 3t EXISTING ANTENNAS TO PROPOSED 3 NEW LIE ANTENNA I FRONT VIEW u 4. BE ROTATED TO •ANELS ON EXISDNG PLATFCWM n•,; MATCH LEE AZIMUTH ••• I CT.. 3 TOT. ig (2/SECT., 6 TOT) .4 . : ' : • ( ) PROPOSED EQUIPMENT MOUNT 2 PROPOSED SURGE ARREST SCALE: 1" = 2' 03 MINTED TO 2 3/8'/ SUPPORT PIPE ..................... _ EX'S r PIPE RIGHT AB0 C a , A BELOW PLATFORM o EXISTING ANTENNAS TO BE • • '• N J Q i,1 'OTATED TO MA LIE 1.11 ' A T - AZIMUTHS (2 /SECT., 6 TOT.) NM `��� r— AZIMUTHS & Af PROPOSED RRN MOUNTED TO 2 3/8% DEMARCARON 2� J• P •• ■ ,' L` � i w A di � , PLATFORM (2/SECT 6 TOT) EXISTING AT&T • • r • 4E VSE l` k: , 1 �~ , PROPOSED 3 NEW LTE ANTENNA PS ANTENNA MIN. Q + ZS�M � S " �� >. 10' OFFSET AREA rf, V II , U i • ANELS O4 EXISDNG PLATFORM 11 / , - (I/SECT., J TOT) -p 6 l v v / �I�i I 9 APPROXIMATE PROPOSED J NEW LTE 1 \ G0• _ o AT &T LEASE AREA ANTENNA PANELS ON BII I I i y)- l ' 9LAJ7 J I I °O• �. . . , p v v ' f , 1 I <1F, 9� ° " `�., PROPOSED AT &T LIE -a ; o ra �. - - c p 0 v SURGE RPRESSOR (BELOW) do POOEE & FABER l :31. -, ., " MOUNTED ON A NEW H ME ON - FR A EXPANDED ICE BRIDGE • . I 1 I,•, ' EXISTING I p EXISTING CONCRETE PAD :, 1 v •: [�.7 --j, NOKIA GSM 1900 p v v v ExISTING p PROPOSED AT &T FME EXISTING Y ° CONCRETE -RA ON PAD 'pRp�pNE TANK/ I ////// // DOUBLEWIDE - - -- / EXISTING \ / pw\ T PROPOSED AT &T LTE GPS _....... Ili Ar &T POWER & TELCO BACKBOARD i UMTS ANTENNA MOUNTED TO TOP XISiING EMPTY AT &T EQUIPMENT PAO I ERICSSON / ' � \ OF NEW H - RME POST FA EXISTING AT &T CPS Q i 3206 I � v ` \ v ON ICE BRIDGE APPROXIMATE AT &T LEASE AREA m it ; � v I 1 I PROPOSED AT &T H -FRAME • I Q j i ON EXISTING CONCRETE PAD PROPOSED AT &T LTE CPS ANTENNA - _ MOUNTED TO TOP Or NEW H -FRAME POST i PROPOSED LTE PURCELL CABINET & SURGE ■ ��+ �- SURF ( EL O EXISDNG NT ED ON A PAD (o 1, .1 I 1 1 1 �1 1 1 �� 11 �I IV ♦ PROPOSED AT &T ICE _ ` 4 -, F M g'a`r' -- _-� •- _ -- �� X4. 401`144014,00.-e41414741114 10 BRIDGE EX TENSION L:4',.} . ,' ,ov . P .,11 * .1 ∎ �1 ∎ .* P .1 . *1 1 PROPOSED AT &T LTE 'DC - "\ EXISTING AT &T "DYER & AB£R ON I �GPS ANTENNA ON EXISTING ICE BRIDGE H -FRAME POST I GRAPHIC SCALE COUMPOUND PLAN 1 r ME r i 12 24 SCALE: t" = 6' 03 EQUIPMENT PLAN 2 I w FEUr I SCALE: 1" = 2' 03 1 inch = 8 ft. • SITE NUMBER: MA5241 ■ S SITE NAME: NORTHAMPTON � �R AT&T v10BIUTY .,-- IfRG 489 Washington Street 871'�KE Auburn, MA 01501 tel. (508) 981 GLENDALE at&t � 35/16/12 �o 23/16/12 FOR PERMIT APPLICATION oR REVIEW GA ND• • SITE PLAN EQUIPMENT PLAN 9590 • ..acn .. a �� q. Q fax(508)519 -8939 GLOBAL SERVICES 170 GLENDALE ROAD ��� 550 COCHITUATE RD c.A.M. X1t?,♦ & 3 ? r un , �1: mnobre@verticalresourcesgrp.com NORTHAMPTON, MA 01062 _� SUITES 1 3 & 14 JOB NUMBER DRAWING NUMBER REV VERTICAL RESOURCES GRP. 800 Marshall Phelps Road, #2A N 0. DA REVISION BY CHK APP'D Windsor, CT 06095 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE 'DESIGNED BY: M 50 1a5 03 1 . IDRAWN BY: GA. M. , GENERAL NOTES CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES ELECTRICAL INSTALLATION NOTES (cont.) 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE 15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT ■ CONTRACTOR - PRIME CONTRACTOR CONSTRUCTION SPECIFICATION FOR CAST -IN -PLACE CONCRETE. WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE LOCAL (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) CODES. SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR v OWNER - AT &T WIRELESS 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. A HIGHER LOCATIONS. OEM - ORIGINAL EQUIPMENT MANUFACTURER STRENGTH (4000 PSI) MAY BE USED. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT 16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS BLOCKED. (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL TO THE ATTENTION OF CONTRACTOR. SHALL BE STANDARD, UNO. BE USED FOR CONCEALED INDOOR LOCATIONS. 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 4. THE FOLLOWNG MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF 17. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. CONCRETE CAST AGAINST EARTH.. ...... 3 IN. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM USED FOR OUTDOOR LOCATIONS ABOVE GRADE. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, CONCRETE EXPOSED TO EARTH OR WEATHER: CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. ORDINANCES AND APPLICABLE REGULATIONS. 5 AND LARGER 18. RIGID NONMETALLIC CONDUIT (LE., RIGID PVC SCHEDULE 40 OR RIGID #5 AND SMALLER & WWF 1 1/2 M #5 1 1 INCH 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE UNLESS OTHERWISE NOTED AND ARE INTENDED TO SHOW OUTLINE ON TRAY RUNGS. AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO CASTRE NOT EXPOSED TO EARTH OR WEATHER OR NOT CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. CAST AGAINST THE GROUND: COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., 19 LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TIRE FLEX) SHALL BE SLAB AND WALL 3/4 INCH HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS SPECIFICALLY STATED OTHERWISE. BEAMS AND COLUMNS 1 1/2 INCH LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M NEEDED. BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE. UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE & OSHA. COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON 7 ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH FITTINGS ARE NOT ACCEPTABLE. GROUNDING AND TELCO PLAN DRAWING. ROUTING OF CONDUIT FOR POWER AND TELCO SHALL BE APPROVED BY OWNER OF SITE THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE PERMANENT LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR 21. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELES FOR 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL LOADS. ALL EXPANSION /WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, AN51 /IEEE, AND NEC. BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. PROVIDED BY RAMSET /REDHEAD HILTI OR APPROVED EQUAL. POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (LE., PANELBOARD AND CIRCUIT ID'S). NO HAND WRITTEN LABELS 22. WIREWAYS SHALL BE EPDXY- COATED (GRAY) AND INCLUDE A HINGED 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED 7. CONCRETE CYLINDER TEST 0 NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (IBC 1905.6.2.3) ALLOWED. FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER: COVER. DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. (A) RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE SUPPLIER'S PLANT, 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED. NO HAND BETTER) OUTDOORS. WRITTEN LABELS ALLOWED. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL SITE WORK GENERAL NOTES FOR GREATER THAN 50 CUBIC YARDS HE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. BOXES SHALL BE GALVANIZED OR EPDXY- COATED SHEET STEEL, SHALL MEET 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 8. AS AN ALTERNATIVE TO ITEM 7, TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF CONCRETE 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING OR EXCEED UL 50, AND RATED NEMA 1 (0R BETTER) INDOORS, OR NEMA FROM EACH DIFFERENT BATCH PLANT. TOOL TO REMOVE SHARP EDGES. 3R (OR BETTER) OUTDOORS 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REOUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME 9, EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, UNLESS IT 15 VERIFIED BY TESTS THAT 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR COMPRESSIVE STRENGTH HAS BEEN ATTAINED. OR CONDUIT SHALL BE SINGLE CONDUCTOR (SIZE 14 AWG OR 24. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED LARGER), 600V, OIL RESISTANT THHN OR THWN -2, CLASS B EPDXY- COATED, OR NON - CORRODING; SHALL MEET OR EXCEED UL 514E SPACE 5) ELECTRICAL SAFETY 5) TRENCHING & EXCAVATION. 10. ALL CONCRETE SHALL BE SUPPLIED IN ACCORDANCE WITH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER SITES. OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY PROTECTED (WP OR BETTER) OUTDOORS. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. SYSTEM USED, UNLESS OTHERWISE SPECIFIED. E BOXES DEVICE SHALL NONMETALLIC RECEPTACLE, SWITCH, AN NME NO T AND VICL MEET OR 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, TOP SOIL AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND SOIL COMPACTION NOTES FOR SLAB ON GRADE: EXCEED 25. . NO NEMA OS 2; AND RATED NEMA 1 D VIC EEB) INDOORS, OR DISPOSED OF LEGALLY. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS 4 5. ALL EXISTING I SE WER, WATER, GAS, ELECTRIC AND OTHER UTILITIES. WH ICH INTERFERE WITH THE EX ECUTION OF THE WORK, SHALL 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBGRADE AND PLACE SHALL BE SINGLE CONDUCTOR (SIZE 6 AWG OR LARGER), 600V. OIL WEATHER PROTECTED (WP OR BETTER) OUTDOORS. BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWSE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE MTH THE EXECUTION OF THE BE STONE AS REQUIRED, RESISTANT THHN OR THWN -2 GREEN INSULATION, CLASS B 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND /OR LOCAL UTILITIES. 1 COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR STRANDED COPPER CABLE RATED FOR 90 '0 (WET AND DRY) AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE ENGINEER IS ACCEPTABLE. OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY AC POWER DISTRIBUTION PANELS. 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 0 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE OWNER SPECIFICATION FOR SITE SIGNAGE. 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED SOIL" BASE SHALL BE COMPACTED WITH 27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE "COMPACTION EQUIPMENT ", LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD 12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE e. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE TRANSMISSION EQUIPMENT AND TOWER AREAS. C. SHALL BE MULTI - CONDUCTOR, TYPE TC CABLE (SIZE 14 AWG OR APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND LARGER), 600V, OIL RESISTANT THHN OR THWN -2, CLASS B PROPERTY. 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3" STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) ANY FILL OR EMBANKMENT. LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED WTH 1007, PASSING 1" SIEVE. OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION, SEE 5. AS AN ALTERNATIVE TO ITEMS 2 AND 3 PROOF ROLL THE SUBGRADE SOILS WITH 5 PASSES OF A MEDIUM SIZED VIBRATORY LOCATION USED, UNLESS OTHERWISE SPECIFIED. DETAIL 303. PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND- OPERATED SINGLE DRUM VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). ANY SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WTH A WELL- GRADED GRANULAR 13. ALL POWER AND POWER GROUNDING CONNECTIONS SHALL BE 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE FILL, AND COMPACTED AS STATED ABOVE. CRIMP - STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS GRADED TO A UNIFORM SLOPE, AND STABILIZED 10 PREVENT EROSION. AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED 6. COMPACTION CRITERIA FOR OTHER FILL AREAS ON SITE SHALL MEET THE SAME REQUIREMENTS AS NOTED ABOVE. FOR OPERATION AT NO LESS THAN 75'C (90'C IF AVAILABLE). 12. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WTH THE LOCAL JURISDICTION'S GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 7. SOIL COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK SITES. 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR 13. ALL EARTH WORK SHALL BE PERFORMED IN ACCORDANCE WITH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI /IEEE, AND SITES. NEC. COMPACTION EQUIPMENT: STRUCTURAL STEEL NOTES: HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 1. ALL STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM Al23 (HOT -DIP) UNLESS NOTED OTHERWISE. STRUCTURAL STEEL SHALL BE ASTM -A -36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, INSTALLATION AND BOLTING SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION ". 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES SHALL BE TOUCHED UP. 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"o) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. STEEL FASTENER HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM 5153 (HOT -DIP) 4 NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WTHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION /WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET /REDHEAD, HILT( OR APPROVED EQUAL. 6. ALL STRUCTURAL STEEL SHALL BE SUPPLIED IN ACCORDANCE WTH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK SITES. SITE NUMBER: MA5241 th, 489 Washington e SITE NAME: NORTHAMPTON JAMES AT &T MOBILITY ..: VRG Street n Stre ...---.,,,, t STROKE Aubunl, MA n Stye _ GLENDALE a tC7L� A 75/16 FOR PERMI APPLICATION G.A.M. DA369 tel. (508) 981- 9590 NOTES '' � ` 170 GLENDALE ROAD ��� 73/16/12 FOR REVIEW C.A.M. �; �3 fax (508) GLOBAL SERVICES 550 COCH ITUATE RD �ot� ♦ 1 r P ., mnobre @verticalresourcesgrp.com NORTHAMPTON, MA 01062 SUITES 13 3 & 14 4 JOB NUMBER DRAWING NUMBER REV VERTICAL RESOURCES GRP. 800 Marshall Phelps Road, #2A NO DAT R EVISION BY CHK AP P'D Windsor, CT 06095 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE (DESIGNED BY M.N. 1DRAWN BY G.A.M. 50 -145 02 1 1 PROJECT INFORMATION r SCOPE OF WORK UNMANNED COMMUNICATIONS FACILITY MODIFICATIONS Y SITE NUMBER: MA5241 SITE NAME: NORTHAMPTON — GLENDALE ININNIIIIIIIIIIIIIIIM at&t SITE ADDRESS: 170 GLENDALE ROAD NORTHAMPTON, MA 01062 PROPERTY OWNER: AMERICAN TOWER CORP 116 HUNGTINGTON AVE. BOSTON, MA 02116 APPLICANT: AT &T MOBILITY IIIMIIIMIIIIIIIIIMIIMPF 550 COCHITUATE RD SUITES 13 & 14 FRAMINGH AM, MA 01701 CONTACT: TEL 866- 915 -5600 COORDINATES LAT. N42' 17'44.0" LANG W72 42'28.2' SITE N UMBER: IVIA5241 GROUND LEVEL: f2gg' DEED REFERENCE: N/A SITE PARCEL NO.: N/A SITE NAME: NORTHAMPTON - GLENDALE CURRENT ZONING: N/A HORIZONTAL DATUM: (NAD) 1983 LOCATION MAP APPLICABLE BUILDING CODES AND STANDARDS DRAWING INDEX REV DIRECTIONS: FROM BOSTON TAKE 1 -90 WEST TO 1 -91 NORTH. PROCEED NORTH ON 1 -91. TAKE EXIT 18. PROCEED NORTH ON RT -5. TURN LEFT ON RT -9. TURN LEFT ON RT -66. PROCEED WEST ON SUBCONTRACTOR'S WORK SHALL COMPLY WITH PROJECT STANDARDS AND SPECIFICATIONS. 01 TITLE SHEET 1 RT -66. TURN LEFT ON GLENDALE ROAD, ARRIVE AT #170, SITE WILL BE ON LEFT. SUBCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE SITE ACCESS: LOCKED CATE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT 02 NOTES 1 AWARD SHALL GOVERN THE DESIGN. 1 t . s BUILDING CODE: 03 SITE PLAN & EQUIPMENT PLAN r MASSACHUSETTS BUILDING CODE LATEST EDITION ;.,J ELECTRICAL CODE 04 ELEVATION VIEW & ANTENNA LAYOUT 1 � ' : a� , � _ '� 1 , " " NATIONAL ELECTRICAL CODE LATEST EDITION SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING 05 GROUNDING DETAILS 1 1 - r:l AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE " AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION a, e' - AMERICAN NATIONAL STANDARDS INSTITUTE /TELECOMMUNICATIONS INDUSTRY ASSOCIATION (ANSI /TIA) s N� erthn 1 ,,hr 222 —F OR G AS APPLICABLE, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: C) S ' s " r y .46. •. , . � j TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR T \ . 3 � �a " ; ' -" TELECOMMUNICATIONS Q 1°A' " k .' INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH ? '� RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM & PMENT (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC t W EQUIPMENT /.„ AT LEAST 72 HOURS PRIOR TO Q- DIGGING, THE CONTRACTOR IS EEE 062.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER 5 REQUIRED TO CALL DIG SAFE AT , ••••'''' 1 ''.., - . -,"'" CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE ") q+ 0 I G ' 1- 888 — DIG —SAFE ,, Vv ,,,,,, " x TELCORDIA GR -1503, COAXIAL CABLE CONNECTIONS CONTACT & UTILITY INFORMATION ` 4 ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION II CONTACT CONTACT COMPANY PHONE NO. dui` " FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, MIGUEL NOBRE VRG 508 981-9590 METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT ENGINEERING: ( ) 4oreti` -'" y SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC SITE ACQUISITION: B.D. NEXLINK (860) 119 9565 � 1 I REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. CONSTRUCTION: T.B.D. NEXLINK (860) 219 -9563 UTILITIES ' I POWER: WORK REQUEST GROUP NATIONAL GRID (800) 375 -7405 TELCO: • VERIZON (800) 941-9900 ' a5 r • SITE NUMBER: MA5241 _ "` � AT&T MOBILITY JAMES la SITE NAME: NORTHAMPTON_ 489 Washington Street ^ ■ 1r , VRG Aubum, MA 01501 N �! V■ V�G V �./� ` Qj 7571671 FOR PERMIT APPLICATION G.A.M 3ia. 2tg08 TITLE SHEET MA 01062 fax (so8)51s -as39 � : GLOBAL SERVICES 170 GLENDALE ROAD �� 550 COCHTUATE RD Qo 33/16/12 FOR REVIEW G.A.M. v.y>< mnobre@verticalresourcesgrp.com NORTHAMPTON, _' SUITES 1 3 & 1 4 v 08 NUMBER DRAWING NUMBER REV r VERTICAL RESOURCES GRP. 800 Marshall Phelps Road, #2A NO. DATE REVISION BY CNH APP'D Windsor, CT06095 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 SCALE (DESIGNED BY. M.N. 50-145 01 1 . (DRAWN BY. G A.M. r 0 (5/NV1 REAL ESTATE GROUP May 17, 2012 Mr. Loius Hasbrouck Building Commissioner Town of Northampton Puchalski Municipal Building 212 Main Street Northampton, MA 01060 RE: AT &T Upgrades — 327 King Street 170 Glendale Road Dear Mr. Hasbrouck: AT &T is in the process of a nationwide upgrade of their network to "4G" technology. In order to accomplish this upgrade, additional antennas that carry the 4G frequencies need to be added to each site. Enclosed please find the following for each above referenced site: • 1 set of plans and a passing Structural Analysis for AT &T's proposed upgrades • A building permit application for each site • A check for $150 for each site for the filing fee • A approved Zoning Permit form for each site • Contractor and Insurance information for each site Please let me know if you require any other information in order to issue the building permits for each site. I will also forward electronic copies of the plans and the structural analysis once the applications are approved or earlier if necessary.. I can be reached at (617) 877 -2950 if you have any questions. Sincerely, /4PrirdAr , • Timothy W. Greene Managing Director TerraSearch 157 Riverside Drive Norwell, MA 02061 Load Cases 1.2D+ 1.6W 95.00 mph with No Ice 0.9D+ 1.6W 95.00 mph with No Ice (Reduced DL) 1.2D+ 1.0Di + 1.0Wi 40.00 mph with 1.00 in Radial Ice 1.0D+ 1.0W 60.00 mph Serviceability Reactions Moment Shear Axial Load Case (Kip -ft) (Kips) (Kips) 1.2D+ 1.6W 5514.52 41.76 62.74 0.9D+ 1.6W 5433.90 41.73 47.04 190' - 11'188. -0" 1.2D+ 1.0Di + 1.0Wi 1065.06 7.69 101.97 1.0D+ 1.0W 1364.66 10.41 52.35 186' -0" [ 0 Dish Deflections Attach Deflection Rotation Bev (ft) (in) (deg) 47' -2" 170' -0" 7/32" Thick 1 Load .00+ Case 1.OW 114.00 15.452 1.328 (65 KSI) 1.0D+ 1.OW 116.00 16.014 1.355 1.OD+ 1.OW 120.00 17.171 1.406 156' -10" Y 61" 151'-9" 145' -0" 142' -0" 135' -0" f r 52' -11" 9/32" Thick (65 K5I) 120' -0" 11G' ry e 114' -0" 4 110' -0" 73" 103' -11" Y 198' -11" A 35-11" 11/32" Thick 80' -9" _' 1 (65 KSI) [..... 73' -0" 80" If 74' -1" fi I 36' -0" 3/8" Thick i 52' -O' (65 KSI) A 87" 44' -9" _ 52'-0" 7/16" Thick (65 KSI) I w Job Information Pole : 15035 Code: ANSI/TM-222 Rev G Description : 199' Valmont Monopole Struct Class : II Client : AT &T Mobility Exposure : C Location : Northampton Landfill MA, MA Topo : 1 Shape : 16 Sides Base Bev (ft): 0.00 Copyright 0 2007- 2011 by American Tower Corporation. All rights reserved. Height: 198.92 (ft) Taper:0.183078(in/ft) Sections Properties Diameter (in) Overlap Steel 198'-11'i98...0" x Shaft Length Accross Flats Thick Joint Lengtn Taper Grade Section (tt) Top Bottom (in) Type (in) (in/ft) (ksi) 1 52.000 49.68 59.20 0.438 0.000 0.183078 65 186-0" 2 36.000 45.16 51.75 0.375 Slip Joint 87.000 0.183078 65 3 35.917 40.49 47.07 0.344 Slip Joint 80.000 0.183078 65 4 52.917 32.48 42.17 0.281 Slip Joint 73.000 0.183078 65 47-2" 5 47.167 25.22 33.85 0.219 Slip Joint 61.000 0.183078 65 170' -0" B.4 7132" Thick (65 KSI) Discrete Appurtenance Attach Force 156' -10" v Bev (ft) Bev (ft) Qty Description 198.000 198.000 1 Low Profile Platform 61" 198.000 199.000 9 60" x 12" Panel 151'-9" 145'-0" . y 186.000 186.000 6 6.7" x 10.7" TTA 142'-0" 0 1 186.000 186.000 1 Low Profile Platform 186.000 186.000 6 72" x 12" Panel 135-0" 0 .. 170.000 170.000 1 Andrew SBNH- 106565C 170.000 170.000 1 Raycap DC6- 48- 60 -18 -8F 52' -11" 170.000 170.000 6 Ericsson RRUS -11 800 MHz 9/32" Thick 170.000 170.000 1 Powerwave P65- 17- XLH-RR (65 KSI) 170.000 175.000 6 Powerwave TT19- 08BP111 -001 120'-0" 170.000 175.000 12 Kathrein 860 10025 iic. n" 114' -0" L 170.000 175.000 6 Kathrein 800 10122 110' 0" 170.000 170.000 1 Flat Low Profile Platform 145.000 145.000 1 Side Arms 145.000 147.500 1 Te lew ave ANT150F2 73 " 142.000 142.000 3 Antel BXA- 70063/4CF 103' -11" _______- 198' -11" 142.000 142.000 3 Antel BXA-171085-8BF-EDIN-X 142.000 142.000 6 RFS F09R6004 /2C -3L 35' -11" 142.000 142.000 1 Low Profile Platform 11/32" Thick 142.000 142.000 6 Antel LPA- 80063 /4CF (65 KSI} 135.000 135.000 3 RFS APXV18- 206517 80' -9" f " . Y 120.000 120.000 1 Ericsson ML18.12 M HP 116.000 116.000 1 Ericsson ML180.6 MM HP 73' 0" 80, 114.000 114.000 1 Ericsson ML180.6 MM HP 74' -1" 73.000 73.000 1 Stand -Off 73.000 73.000 1 PCTEL GPS- TMG- HR -26N 36' -0" 3/8" Thick Linear Appurtenance ` _ 1 (65 KSI} Bev (ft) Exposed 52' -0" From To Description To Wind 5.000 73.000 1/2" Coax No 87 v 5.000 114.0 3/8" Coax No 44'9" A 5.000 116.0 3/8" Coax No 5.000 120.0 112" Coax No 52' -0" 5.000 135.0 1 5/8" Coax No 7116" Thick 5.000 142.0 1 5 /8" Coax No (65 KSI) 5.000 145.0 7/8" Coax No 5.000 170.0 10 mm Cable No 5.000 170.0 19.7 mm Cable No 5.000 170.0 3" Conduit No 5.000 175.0 1 5/8" Coax No I w 5.000 186.0 1 5/8" Coax No 5.000 199.0 1 5/8" Coax No Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA -222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Eng. Number 49255321 May 1, 2012 Page 2 Results The maximum structure usage is: 85% Pole Reactions Original Design Original Design Current Analysis % Of Design x Reactions Reactions x 1.35 Reactions 1.35 Moment (ft-kip) 5136.1 6933.7 5514.5 80 Axial (kips) 54.6 73.7 62.7 85 Shear (kips) 39.1 52.8 41.8 79 ( *) Original Design Reactions factored by 1.35 per TIA -222 -G The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Conclusion Based on the analysis results, the structure meets the requirements per the TIA -222G standard and the 2009 IBC / Mass. St. Building Code, 8th Ed. The tower and foundation can support the existing and proposed antennas with the transmission line distribution as described in this report. If you have any questions or require additional information, please call 919 - 466 -5527. Eng. Number 49255321 May 1, 2012 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 199 ft. Valmont Monopole located near the intersection of Westhampton Rd. and Glendale Rd., Florence, MA 01062, Hampshire County (ATC Site No. 15035). The tower was originally designed and manufactured by Valmont (Drawing No. DD0848Z, dated June 24, 2000). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. Basic Wind Speed: 95 mph (3- Second Gust) Radial Ice: 40 mph (3- Second Gust) w/ 1" ice Code: TIA -222 -G / 2009 IBC / Mass. State Building Code, 8th Ed. Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 199.0 9 60" x 12" Panel Low Profile Platform (9) 1 5/8" Sprint Nextel 186.0 6 6.7" x 10.7" TTA Low Profile Platform (12) 1 5/8" T- Mobile 6 72" x 12" Panel 6 Kathrein 800 10122 175.0 12 Kathrein 860 10025 Low Profile Platform (12) 1 5/8" AT &T Mobility 6 Powerwave TT I 9-08BP111-001 145.0 1 Telewave ANT150F2 Side Arm (1) 7/8" Town of Northampton 3 Ante! BXA - 171085 -8BF- EDIN -X 142.0 3 Antel BXA- 70063/4CF Low Profile Platform (12) 1 5/8" Verizon 6 Antel LPA- 80063/4CF 6 RFS FD9R6004 /2C -3L 135.0 3 RFS APXV18-206517 (6) 1 5/8" Youghiogheny 120.0 1 Ericsson ML18.12 M HP Flush (1) 1/2" 116.0 1 Ericsson ML180.6 MM HP (1) 3/8" AT &T Mobility 114.0 1 Ericsson ML180.6 MM HP (1) 3/8" 73.0 1 PCTEL GPS- TMG- HR -26N Stand -Off (1) 1/2 Sprint Nextel Proposed Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 1 Andrew SBNH- 1D6565C 6 Ericsson RRUS -I 1 800 MHz (1) 10 mm i 170.0 1 Po csson e P65- 17- XLH -RR Low Profile Platform (2) 19.7 mm AT &T Mobility (1) 3" Conduit 1 Raycap DC6- 48- 60 -18 -8F Install proposed coax inside monopole. A AMERICAN TOWER® C O R P O R A T I O N Structural Analysis Report Structure : 199 ft Valmont Monopole ATC Site Name : Northampton Landfill MA, MA ATC Site Number : 15035 Proposed Carrier : AT &T Mobility Carrier Site Name : Northampton Carrier Site Number : 10071524 / MA5241 County : HAMPSHIRE Eng. Number : 49255321 Date : May 1, 2012* Usage : 85% Portholes Required : No Result : Pass Submitted by: Worth L. Godwin 111 Project Engineer American Tower Engineering Services 400 Regency Forest Drive Cary, NC 27518 Phone: 919 -468 -0112 A AMERICAN TOWER® C O R P O R A T I O N Structural Analysis Report Structure : 199 ft Valmont Monopole ATC Site Name : Northampton Landfill MA, MA ATC Site Number : 15035 Proposed Carrier : AT &T Mobility Carrier Site Name : Northampton Carrier Site Number : 10071524 / MA5241 County : HAMPSHIRE Eng. Number : 49255321 Date : May 1, 2012 * Usage : 85% Portholes Required : No f Result : Pass JA •NM, s fi, SEAVERSON w Submitted by CIVIL Worth L. Godwin 111 NO 46131 Project Engineer 9 9f o' p QisTEA 5 f0iiAI. Ve American Tower Engineering Services 400 Regency Forest Drive Cary, NC 27518 Phone: 919- 468 -0112 The Commonwealth of Massachusetts 1 Print Form :==�= t � Department of Industrial Accidents " - W,_. Office of Investigations 4 NM , a 1— 1. _ , -- 1 Congress Street, Suite 100 • � Boston, MA 02114 -2017 - _` www.mass.gov /dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians/Plumbers Applicant Information Please Print Legibly Name ( Business /Organizati on/Individual): Nexlink Address:800 Marshall Phelps Road Unit 2A City /State /Zip:Windsor, CT 06095 Phone #:860 219 - 9563 Are you an employer? Check the appropriate box: Type of project (required): 1. 12 I am a employer with >50 4. ❑ I am a general contractor and I employees (full and/or part- time).* have hired the sub - contractors 6. El New construction 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub - contractors have 8. n Demolition working for me in capacity. employees and have workers' g any ca ac p y 9. ❑ Building addition [No workers' comp. insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 10.111 Electrical repairs or additions 3. El I am a homeowner doing all work o f f i c e r s have exercised their 1 1 . 0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no Telecommunications employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. If the sub - contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: American Zurich Policy # or Self -ins. Lic. #:W026960200 Expiration Date:07 /01 /2012 Job Site Address: 170 Glendale Road City /State /Z Northampton, MA 0105 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the l ains and lenalties . i er'ury that the information provided above • true and correct. Si. atur ��I D ate. 14 1 . 2 Phone #: O 7,--srpfi 7 -Pc( 3 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: AMERICAN TOWER' C O R P O R A T I O N 4/17/2012 AT &T MOBILITY RE. Colocation Approval & Instruction Letter ATC Site Name: NORTHAMPTON LANDFILL MA, MA ATC Site Number: 15035 Dear Customer: Your application has been preliminarily approved for the modification of your equipment at A merican Tower's NORTHAMPTON L ANDFILL MA, M A (15035) t ower site. Please review the attached application for any changes or conditions that may vary from your original application. Please contact your ATC Site Supervisor - Seth J Nebush at your earliest convenience to schedule a site visit and to discuss the ATC installation process. In accordance with Se ction 8.4(b) of the Master Tower Space Lice nse Agreement American Tower does not ele ct to perform the zoni ng and permitting services needed for this collocation. Please note that this is a Revenue Share Site. Also, please be advise d that an Engi neering Service is req uired prior to colloca ting on this site. A merican T ower intends to d etermine the sco pe and c ost of the requir ed Engineering Ser vice shortly. Once you are advised of the cost a PO or check in that am oust must be sub mitted to either your Account Manager or to me in order to avoid unnecessary delays with your application As part of our ongoing commitment to customer service, please note that we offer A &E services, full service RF study and design, and structural engineering. The Site Supervisor will be able to discuss any of these services with you. Pursuant to American Tower's Notice to Proceed Process the following documents must be submitted to American Tower: • Fully executed agreement detailing the proposed installation; • Proposed Construction Drawings showing the size an d location of all i mprovements or modifications to the site, includi ng all utilities, groun ding and bac k -up power sources. Site Manager will approve the drawings and make any necessary changes to them during the site visit; • Copy of Building Permit Of applicable) or a letter from the local jurisdiction stating that a Building Permit is not required; • Contractors Name with a Field and Office Contact Number. Please note that your contractor MUST be an ATC approved vendor. In addition, if the contractor sub - contracts the tower climbing work, that sub - contractor must also be an ATC approved vendor. You can spea k to the Site Supervisor about this list and how to get your contractor approved. • Purchase Order for the Site Inspection Fee • Construction Schedule • An RF emission analysis demonstrating that the proposed equipment will co mply with F CC OET Bu Iletin 65 a nd the FCC' s rules an d will not require an E nvironmental Assessment; • If your base station equipment will be installed in an American Tower owned or operated building or shelter, copies of Material Safety Data Sheets (MSDS) for hazardous materials used or stored outside your exclusive building /shelter or equipment cabinet(s) and identified on Hazardous Material Inventory Form (see attached). Once A merican Towe r has all the necessa ry aforementioned docu ments and a pre-c onstruction meeting has o ccurred with the Site Supervisor, A merican Tower will issue a "Notice to Proceed" letter. CONSTRUCTION MUST NOT BEGIN WITHOUT A FULLY EXECUTED CONTRACT AND A "NOTICE TO PROCEED" LETTER. We look forward to having you as our tenant. Please contact me to discuss any questions or comments. Thank you for choosing American Tower Corporation. Sincerely, Chapin Kennett Collocation Andrew Gilbert Area Project Manager Northeast Area cc: Heather Douglas Territory Manager — Business Development /attachments Versionl.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, PI/AEI' IC "� � , as Owner of the subject property hereby authorize ( l- OtO 1�4 1'✓'e'QS-S r0- 1 ... ( 0._ i /,1c�, GE'�_c___ to act my behalf, in all : • ers relative to work authorized by this building permit application. .� r sew ek WA, Sign - re of Owner Date I , YV \ v� e - �, v � , 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 pains and penalties of perjury. W Print N. g`j 2_ ignature o o vner /Agent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : @ C 7 0,Y? 1,Z License Number " , ,r F-Q ws( Ie (Oe - 719 6/27 .. dr t f\c4...wr I Mitt • .. Q Expiration Date R. \. _ 8G© -2 /9 - c-S 3 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 0 No Versionl.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): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor U - e y Not Applicable ❑ Comparly Name: 11 WOAA+ Responsible In Charge „ of Constr (� 6 rm L I 1 2 o 1 ekd _ �,1ti1�- ? 1 rre IMPI Telephone Version1.7 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 U0 ai-t? Frontage 70 ' Setbacks Front Side L: R: L: R: Rear Building Height / Ue "-S` Bldg. Square Footage Z0.' % O Open Space Footage ,, r� i i / (Lot area minus bldg & paved 0J / parking) # of Parking Spaces Iv f r`' /X Fill: pi (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW 0 YES IF YES, date issued: 05/03 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW ® YES IF YES: enter Book 7 3 3 Z Page / 6 Q and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained Q , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES Q NO IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO ®/ IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Version1.7 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 ❑ Demolition ❑ Repairs ❑ Additions ErAccessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ®' Brief Description Enter a brief description here. I�} �- g h °C 3 ' J&v`Ol_ G'-d 05JO �y � �1 '41) f 1. - `� QC. c 1 4� O� nr. _ �� �� , �- p044 �' Of Proposed Work: �� 1 vti v�� V. r -4Q_ rO ' Ci 6 ' ,-f Ckti l9 SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -1 ❑ A -2 ❑ A -3 ❑ 1A 1 ❑ A-4 ❑ A -5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B 1 ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C I ❑ H High Hazard ❑ 3A ❑ 1 Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ S -1 ❑ S -2 ❑ 5B I ❑ U Utility EK Specify: ! (� C©mw\tw f(t �O L 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 st 1 st 2 nd 2nd 3rd 3 rd 4 th 4 th Total Area (sf) ?C)0 1 Total Proposed New Constru (sf) Total Height (ft) 16 1 ' /�(+' Total Height ft i -/ 7. Water Supply (M.G.L. c. 40, § 7.1 Flood Zone Information: 7.3 Sewage Disposal System: L) Public ❑ Private ❑ p____ Zone Outside Flood Zone[7' Municipal ❑ On site disposal sys m❑ Versionl .7 Commercial Building Permit May 15, 2000 Department use only � . __ � - --i City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit - MAI 2 1 2012 212 Main Street Sewer /Septic Availability Room 100 Water/Well Availability , ; - - C Northampton, MA 01060 Two Sets of Structural Plans D P p e -13 587 - 1240 Fax 413 - 587 - 1272 Plot/Site 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 Pro a Address: This section to be completed by office r' 7 6 rev e_ ! _c Map w 2 Lot Dag I Unit Zone © 1 Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Name (Print) Current Mailing Addres y ( s � (- � � ` e h �r / -�76 _ X93 Signatur .� Telephone 2.2 A thorized Agent: 14i: 0 ‘V jO 6-r(..01ve Iv) ('c (id +T 'Alimo 6 /57 , la em Pro K Name (Print) 7 Current Mailing Address: OrtA- w i HO % G ? 6 1 • GO--677-50 , Signat - ` ' t✓ • Telephone SE ON 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building "_ CO 0 (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 �t 6. Total = (1 + 2 + 3 + 4 + 5) r ((2( ' ) () Check Number 7/I C-Av This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2012 -1026 V-P_ APPLICANT /CONTACT PERSON NEXLINK GAO ADDRESS/PHONE 800 MARCHALL PHELPS RD UNIT 2A WINDSOR (860) 219 -9563 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 Building Permit Filled out Fee Paid 7� �✓ 0 Typeof Construction:_ ADD 3 PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 82312 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9RMATION 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 Demolition Delay q Z9/17.- Si e of Builds fficial 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. 170 GLENDALE RD BP- 2012 -1026 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: PANEL BUILDING PERMIT Permit # BP- 2012 -1026 Project # JS- 2012- 001511 Est. Cost: $25000.00 Fee: $150.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: NEXLINK 82312 Lot Size(sq. ft.): 2265120.00 Owner: NORTHAMPTON CITY OF LEACHATE TREATMENT FACILITY Zoning: Applicant: NEXLINK AT: 170 GLENDALE RD Applicant Address: Phone: Insurance: 800 MARCHALL PHELPS RD UNIT 2A (860) 219 -9563 WC W I N DSORCT06095 ISSUED ON:5/31/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: ADD 3 PANELS 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 5/31/2012 0:00:00 $150.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner