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42-089 (5) a NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT FROM ANTENNA/ GROUND WIRE DOWN TO CIGBE TOWER MOUNTED , AMPLIFIER/ NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT RX GROUND WIRE DOWN TO CIGBE GROUND BAR ON WALL OR ANTENNA SIZE 6 AWG (TYP) ON ANTE NA JUMPE 1 TX/RX i TOWER #6 AWG FROM \ � t ANTENNA CABLE (TYP. 2 /SECT. \_ ���/// GROUND KIT — I B TO GROUND • t mi R t r ; COMMSCOPE RRH RRH JUMPER REQUIRED ONLY i LTE AWE WHEN 1 /a "m AND LARGER 1.61 — PROVIDE NO -OX (TYP.) — — — — FIBER & DC LUGS D 2 -HOLE POWER ii l ��� o _ • I NI � GROUND GROUND TO AR T O 000 O O X000 00 Oo 1 11 000000 00 00 COMMSCOP ANTENNA CABLE U '' SURGE ARRESTOR 916132 TO CABLE TRAY (TYP.) 0 00 DC6- 48- 60 -18 -8F AT &T LTE FIBER o & \ DC POWER - _1 GROUND TO GROUND BAR 6 AWG i f FROM ANTENNA MO TWO HOLE UG, TO BE DC POWER RISER FRAME SUPPORT CIGBE GROUND BAR USED WITH #2 AWG BCW TO II i MOUNTED SIMILAR NEAR /BELLOWR GROUNIDLDING AND RING ANTENNA #2 AWG BCW #2 AWG BCW, BONDED TO GROUND WIRE DC6- 48 -60 -0 OUTDOOR ALONG CABLE TRAY -1B -01 SURGE PURCELL TO CIGBE /MIGB N AEEA I N GROUND W 0 GROUND BAR 2 GROUND TO GROUND ARRESTOR CABINET GROUND TO GROUND SCALE: N.T.S. 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 II --- - - II NOTE: • • 1. CONTRACTOR TO CONFIRM ALL PARTS 2. INSTALL ALL EQUIPMENT PER MANUFACTURERS T+cus TYPE mEK R ECOMMENDATIONS e PLUMBING DIAGRAM 3 SCALE: N.T.S. 05 RPEK NOTE 2 NOTE 2 NOTE 2 NOTE 2 •f ,� •, • da . ' ANTENNA COAX ANTENNA COAX ANTENNA COAX 2 -GPS COAX � JJJ SOT. GND KIT ROT. GND KIT BOT GND KIT GND KIT rwE GI T>gEM CABLE CABLE CABLE CABLE (2) 20' 140' 250' #6 AWG ANTENNA ANTENNA ANTENNA Q� NOTE 1 NOTE 1 NOTE 1 DISCON. ( o ANTENNA COAX ANTENNA COAX ANTENNA COAX EOU. SWITCH TOP GND KIT TOP GND KIT TOP GND KIT MTi CABLE CABLE CABLE GPS T 1 #6 AWG ^ BDT. MGB BCW GROUNDING CONNECTION DETAIL 5 I'M GND BAR I I GND BAR I I GND BAR i • • • • • • • •-- -_ - " -- SCALE: N.T.S. OS #2 BCW -- ti • ♦ i • • i • 1 -2 AWG TO MAIN GROUND BAR TOP MGB n ^ #2 BCW (MGB) IN EQUIPMENT SPACE OR BURIED GROUND CONDUCTOR AS (1 (1 2/0 BCW TO SHELTER NEWTON INSTRUMENT COMPANY, INC. APPLICABLE #2 GREEN -'C -y' GROUND SYSTEM BUTNER, N.C. OR APPROVED EQUAL EXOTHERMIC WELD CONDUITS = . A MGB CABLE TRAY ` 2/0 BCW TO EXISTING ITEM REQ. PART NO. DESCRIPTION (OUTDOORS O ON -GRADE TOWER GROUND SYSTEM 1 1/4 "x4 "x12" PRE DRILLED GND. BAR I \� l 2 2 A -6056 WALL MTG. BRKT. 4 1 114:' � /' i/16 /'�p o O 2 3061 -4 INSULATORS / .-- ° 0 0 0 0 NOTE: �s ^ 0 0 0 0 0 0 0 4.. 1 BOND ANTENNA GROUNDING KIT CABLE TO TOP CIGBE O 2 3012 -13 5/8 -11x4" H.H.C.S. �. V �� o o ° 0 0 �.0 ° 2. BOND ANTENNA GROUNDING KIT CABLE TO BOTTOM CIGBE R 4 3015 -8 5/8 LOCKWASHER © 1) 1 10" © 2 3014 -8 5/8 " -11 HEX NUT 1/4" 44 SCHEMATIC GROUNDING DIAGRAM 4 SCALE` N.T.S. 05 GROUND BAR DETAIL 6 SCALE: N.T.S. 05 SITE NUMBER: MA5241 f - AT&T MOBILITY a 489 Washington Street SITE NAME: NORTHAMPTON ` t Aubum, MA 01501 ^8 GLENDALE a t (.7 L� 4 L i k # tel. (508) 981- 9590 _ GROUNDING DETAILS raXlsoa)51s -ssas GLOBAL SERVICES ' 170 GLENDALE ROAD .ttt� 550 COCHITUATE RD Q0 93/16/1 OR REVIEW G.A.M. mnobre @verticalresourcesgrp.com NORTHAMPTON, MA 01062 _ 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 50 145 05 0 SCALE DESIGNED BY: M.N. DRAWN BY: G.A. ii NOTES: NOT STRUCTURAL ANALYSIS TO REFER TO FINAL RF DATA • DETERMINE TOWERS CAPACITY EXISTING CARRIER 6 PANELS SHEET FOR FINAL ANTENNA PROPOSED AT &T PI AIFORM & RRH MOUNT t TO SUPPORT PROPOSED O ±199"7CEN7ERJ A.G.L. SETTINGS AND CONFIGURATIONS PROPOSED AT&T PI A7FORM & RRH M A F In r 1 , Or . ANTENNAS SHALL BE DONE BY MOUNT NFFO 7D RF /NSTAIIF7) SO 771AT PROPOSED 3 NEW L7E ANTENNA 140122-Sag OTHERS L 7HF FXK a wow 1.4000 NM / 'ANELS ON EXISDNG PLATFORM EEl "i NOT w ORSIRUCIFD (//SECT, 3 70T.) _ _ _ EXISTING CARRIER 6 PANELS A Q A I A.G.L. 0 ±196 CENTER Si BE ROTA ROTA ANTENNAS TED TO MATCH TO h 41 S PROPOSED RRH MOUNTED TO NEW k LT AZIMUTH h J til 2 3/6" PIPE (2/SECT., 6 TOT.) (P) (2 /SECT. 6 TOT) N�J PROPOSED SURGE ARRESTOR "I I — I (P) AT&T (6) RRH + �' N I J o F (TjSURLARRESTOY PROPOSED SURE .477770-5104 L t ELE'V 1174-0' t A(1. t'�i PROPOSED RRH MOUNTED /i OUNIED ID 2 J /6 "/ SUPPORT Il lft: X6-48-60-18-6F MOON I - —,i - -- - - - - -� 1 = li TO 2 3/6"/ SUPPORT `. �� PIPE BELOW Pu7FQQN •/ Mr /.� BEHIND PANEL ANTENNAS ' , (J AT&T I (ANTENNAS � ,'� �', PIPE RIGHT ABOLE ,,'_ `:� ELEV. f171 -0" 3 A. �_' 1 �:� ♦ EXISRNG PL ATFORM �( r 1� \ PROPOSED J NEW ANTENNA 1 i'O1 (2/SECT.., 6 TOT.) � � \, PAN \,d "� EXISTING ANTENNAS & / \ E7 S 47 £X150NC LOW PITCA17(£ EXISTING ANTENNA PANELS ON OU (. TER , y am ! 1 p1 1 w • 1 PLA IFORM TO BE PLATFORM (1/SECT.., J TOT) i PIPE MOUNTS TO REMAIN (1 /SECT. 6 TOO) 54 , PZ' _. � � / Z5 , � ✓•. '1 Am • OTA IEO TO MATCH ( < OM �� � l F 1 (/ E ZIMU6HS z /secr., 6 Tor.) PROSED UNIVERSAL RING t MOUN LMRM OR RM -AOK 7 40 NEW LIE ANTENNA , ED NW LTE t - •ANELS OV EXISTING PLATRM _ EXlS71NC CARRIER 12 PANELS � . � GA ` '-<<‘1,' ` W 2 3 8'I SUPPORT PIPE A • ANTENNA PANELS V 0 t1A47CENNTER) A.A. — G.L EXISTING ANTENNA ( J TOT .) (2/SECT. TOT.) DOSING PLATE. - ' __ PANELS ON OUTER (1/SECT., J ror) EXISTING ANTENNAS EXISTING ,� PIPE MOUNTS TO I 7. EXISTING CARRIER 3 PANELS MONOPOLE SHAFT II REMAIN (1 /SEC., TO BE ROTATED TO ( ®t1377CENTfRf A.G.L. 3 TOT.) MA rCH LIE AZIMUTHS (2 /SECT, 6 TOT) EXISTING PROPOSED OUN1ED 1n NEW 2 3/8 "I 111 • PROPOSED 8" STAND OFF PROPOSED SURGE ARRESTOR ARM MOO (T T PART / SUPPORT PIPE (1 TOT.) ANTENNA MOUNTING PLAN VIEW 2 MMOT (>nr a<3) J.! EXISTING CARRIER 3 DISHES SCALE: N.T.S. 04 t (9 til3; 7715; 116 A.G.L. ■ I l V PROPOSED RRH MOUNTED TO PROPOSED 2 3/8 SUPPORT ����A``///£W 2 3/6 "/ SUPPORT PIPE ( PIPE ((/SECT., 3 ror) • / (2/SECT., 6 TOT) ( • PROPOSED ANTENNA DONN7NT `/ • IT ro BE SUPPLIED NIIH - 1 INSTALL 1 Il�� PROPOSED Ar &T PLAlTORAI & WI MOUNT NEED TO BE PROPOSED 2 3/13 /NSTAI /FD Sn THAT 7HF SUPPORT PIPE 01 MA EXISRNC (7/N &NC I AOOFR NMI ( 11 a +� — NOT RF OBSIRLICIFD m (; EXISTING 199' TACO _ PROPOSED UNIVERSAL RING t - MONOPOLE ON M G(/NT OR RAI -AOK MOUNTED RIGHT CONCRETE FOOTING ABOIE EXISRNG MOUNT PROPOSED DUAL BAND I' ' • ANTENNA 96 x11.8 "x6.0" AT &T COAXIAL, DC POMfR & F7BER I PROPOSED SUR1 ARRESTOR CABLES RUN INSIDE POLE ' MOUNTED TO NEW 2 3/T/ PAWRRT VALMONT SIZ12" E - SUPPORT PIPE (1 TDT.) PROPOSED AT &T LIE G°S ANIENNA RT 6 N MOUNTED In TOP OF NEW H-FRAME POST RANG E 45 PROPOSED AT &T L1E DC PONER & RM -ADM PA8010K 157286 ADAPTER KIT L.: F7BER 001 EXPA ICE BRI'e I PROPOSED L7E PURCELL CABINET & I'.'. SURGE SUPPRESSOR (BELOW) '1'', XISIING ACCESS GATE MOUNTED ON A NEW H -fRAAE ON I EXISTING FENCED EXISTING CONCRETE PAD I AREA WITH BARBED HIRE V ` EXISTING AT &r 1 EXISTING POWER & � � EQUIPMENT Ts I rELCO DEMARC REMAIN I — ir OUNTING BRACKET PROPOSED RRH &SURGE ; \III ! 0.11 ARRESTOR MOUNTING DETAIL 4 u �If1l SCALE: N.T.S. 0 4 GRAPHIC SCALE PROPOSED ANTENNA MOUNT 5 ELEVATION VIEW 1 " SCALE: NTS 0 SCALE: 1" = 12' 04 ( IN FEET ) 1 inch = 12 rt. SITE NUMBER: MA5241 SITE NAME: NORTHAMPTON AT&T M B LI TY 1 VRG 489 Washington Street Q _ I at Auburn, MA 01501 GLENDALE at & t ELEVATION VIEW tel. (508) 981- 9590 �.,... ��f. fax (508) 519 - 8939 GLOBAL SERVICES 170 GLENDALE ROAD 550 COCHITUATE RD A 33/16/12 FOR REVIEW G.A.M. & ANTENNA LAYOUT VERTICAL RESOURCES GRP, mnobre @vertica(resourcesgrp.com 800 Marshall Phelps Road, #2A NORTHAMPTON, MA 01062 7� SUITES 13 & 14 No. DATE REVISION BY CHK APP'D JOB NUMBER DRAWING NUMBER REV • Windsor, CT 06095 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 50 1a5 04 0 SCALE DESIGNED BY: M.N. DRAWN BY: G.A M. GENERAL 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 1. THE TYPE, DIMENSIONS, MOUNTING HARDWARE, AND ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ACCORDANCE WITH ALL APPLICABLE LOCAL, ROUTINE MAINTENANCE AND THEREFORE DOES NOT STATE & FEDERAL REGULATIONS AND GUIDELINES. UNISTRUT P1000 THE POSITIONS OF ALL EQUIPMENT IN THE REQUIRE ANY WATER OR SANITARY SEWER SERVICE GALV. (TYP) IF 2 9 COMPOUND ARE SHOWN IN ILLUSTRATIVE FASHION. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRED PER 3 1/2" SCH40 -PE CAP TYP THESE DRAWINGS ARE NOT INTENDED FOR REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. MANUFACTURERS GALV. POST CONSTRUCTION. ACTUAL HARDWARE DETAILS AND RECOMMENDATIONS FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM ' IflkT WHA I IS SHOWN. SECURE UNISTRUT nA TO SUPPORT POST UNISTRUT P1000 . —� WITH 1-1/2"9 • - GALV. (TYP) • GAL V. U -BOLT AT & LTE PURCELL 3 / r ! CALM. P1000 CABINET #FLXI6WS qii �� GAL 1 V. 2• POST SCH40 1 , UNISTRUT P1000 GALV. _ (TYP) IF REQUIRED AT &T LTE PURCELL PER MANUFACTURERS CABINET }�FLX16W5 RECOMMENDATIONS AM III III UNISTRUT P1000 � ' � GALV. (TYP) b ° - AT &T SURGE SURPRESSOR —L DC6048- 60- 0 -18 -01 TO SUPPORT POST -- e SECURE UNISTRUT •.- GALV. U - BOL T I MOUNT 12 "x1/4" NOTE: BASE PLATE 70 CEMENT C uslNC a -1 /z m HILTI PROPOSED EQUIPMENT KWIK BOLTS SHAI I BF MOUNTED PER MANUFACTURERS j RECOMMENDATIONS t EXISTING , C.� EXISTING ANTENNAS TO 0.•: BE ROTATED TO NOSED J NEW LIE ANTENNA FRONT VIEW •• MA TCH LIE AZIMUTH • PANELS ON TING PLATFORM .•••�, (2 /SECT, B TOT) f _ 0/SECT.. 3TOT) PROPOSED EQUIPMENT MOUNT 2 PROPOSED SURGE ARRESTOR SCALE: 1" = 2' 03 '_•'.• a • .'?. • .�'.•_N:.Y°e'.y. •• �J.',lt B ELOW PLATFORM SUPPORT PIPE • * o :. (J EXISTING ANTENNAS TO BE • • • I ;o • ,• N � , ' • Q . Q 'OTATED TO MATCH LTE V ,fie p AZIMUTHS (2 /SECT, 6 TOT) _ ME n ._...... '� . �p ��� ; � •, } % �••.•�•;�; J DEMARCATION : Aff 1 • r • PROPOSED RRH MOUNTED 2 J • •• " ►`• ��� \ \� • ••r'T PIPE RIGHT ABOVE EXISTING 200 • :e 1 '. )��.��°a� --• �zE ��� �- PuTFaev (2/SECT., 6 Tor.) 'G -• EXISTING AT &T G � v PS ANTENNA MIN. 6 pa.., „ P ROPOSED 3 NEW LTE ANTENNA '1 2` �'JMTS PANELS OV EXISTING PLAIFORN 10' OFFSET AREA 1 E / •� (T/sECr., J Tor.) 6 i � 5 I 1, p PROPOSED 3 NEW LTE 6 tt! .:: G ,,.! ANTENNA PANELS ON . * II 1 1 1 / '' D AT &T LEASE AREA T 2 APPROXIMA EXISTING PLATFOR 1 1 ''0, . p 5 ° , ' U (1/S J TOT.) '', r r�. -I� II ATP 9? , I - p mU p I� 1 \ p ° ° PROPOSED LTE PURCELL CABINET R - PROPOSED AT&TL7E - '�i, � . ^ � ��c SURGE SURPRESSOR (BELOW) POWER & FIBER I 0 I c � 1 MOUNTED ON A NEW H —FRAME ON EXPANDED ICE BRIDGE 1 r NOKIA GSM ° . • EXISTING CONCRETE PAD EXISTING 1 Illy 1 I� I v W. via 1900 D ° v\‘ EXISTING p PROPOSED EX —FRAME ON N EXISTING PROPANE TANX, 1 TYCO p \, . ' 1 i CONCRETE PAD � DOUBLEWIDE - — Ilk- - EXISTING 111 \, ° pia\ je PROPOSED AT &T LIE GPS AT &T POWER & TELCO BACKBOARD / UMTS ° �\ ANTENNA MOUNTED TO TOP ERICSSON OF NEW H - FRAME POST EXISTING AT &T CPS XISANG EMP1Y AT &T EOUIPMEN7 PAD Q i 3206 ON ICE BRIDGE APPROXIMATE AT &T LEASE AREA / -�M ° pi I PROPOSED AT &T H -FRAME I Q ON EXISTING CONCRETE PAD PROPOSED AT&T LIE CPS ANTENNA - - , MOUNTED TO TOP OF NEW H -FRAME POST I---------- i 1 PROPOSED LIE PURCELL CABINET &SURGE ` . - -- _ '. _ 1- _ ”. ! ' Ul 41**************** --• 1 0� BRIDG PROPOSED 1ENSlON £ H- FRAME ON EXISTING CONCRETE PAD - - SURPRESSOR (BELOW) MOUNTED ON A N r PROPOSED A &T LTE I OC — E XISTING AT &T - 0)$ER & FIBER ON G PS ANTENNA ON EXISTING ICE BRIDGE GRAPHIC SCALE H -FRAME POST 1 COUMPOUND PLAN 1 .. . SCALE: 1" = 6' 03 EQUIPMENT PLAN 2 n IN FEET ) SCALE: 1" = 2' 03 1 Ice = e tt. SITE NUMBER: MA5241 SITE NAME: NORTHAMPTON AT&T MOBILITY • VRG was V urn, M 0 sweet GLENDALE a t8 (t Auburn, MA 01501 tel. • , L/AIA SITE PLAN & GLOBAL SERVICES 1 70 GLENDALE ROAD 550 COCHITUATE RD Do 23/16/1 FOR REVIEW G.A. VERTICAL RESOURCES CRP. mnobre @verticalresourcesgrp.com 800 Marshall Phelps Road, #2A NORTHAMPTON, MA 01062 _� SUITES 1 3 & 1 4 NO. D ATE REVISION BY CHK APP'0 JOB NUMBER DRAWING NUMBER REV Windsor, CT 06095 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 50 145 03 0 SCALE DESIGNED BY: M .A N. DRAWN BY: G.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 OWNER - AT &T WIRELESS 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. A HIGHER OEM - ORIGINAL EQUIPMENT MANUFACTURER STRENGTH (4000 PSI) MAY BE USED. LOCATIONS. 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL STE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWSE. 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 FOLLOWING 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. USED FOR OUTDOOR LOCATIONS ABOVE GRADE. CONCRETE EXPOSED TO EARTH OR WEATHER: 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. ORDINANCES AND APPLICABLE REGULATIONS. #6 AND LARGER 2 INCH 18. RIGID NONMETALLIC CONDUIT LE., RIGID PVC SCHEDULE 40 OR RIGID 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE UNLESS OTHERWISE NOTED AND ARE INTENDED TO SHOW OUTLINE ONLY. #5 AND SMALLER & WWF 1 1/2 INCH 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN 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. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (LE, SLAB AND WALL .3/4 INCH HOTS), GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE 19. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -CITE FLEX) SHALL BE 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WTH MANUFACTURER'S RECOMMENDATIONS UNLESS BEAMS AND COLUMNS 1 1/2 !NCH LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS SPECIFICALLY STATED OTHERWISE. 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 INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR 6. INSTALLATION OF CONCRETE EXPANSION /WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE & 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 FITTINGS ARE NOT ACCEPTABLE. THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH GROUNDING AND TELCO PLAN DRAWING ROUTING OF CONDUIT FOR POWER AND TELCO SHALL BE APPROVED BY OWNER OF SITE. 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 LABELED 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, ANSI/IEEE, AND NEC. BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. PROVIDED BY RAMSET /REDHEAD HILT( OR APPROVED EQUAL. POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). NO HAND WRITTEN LABELS 22. WIREWAYS SHALL BE EPDXY- COATED (CRAY) 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 IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE 15 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 (A) RESULTS OF CONCRETE CYLINDER TESTS PERFORMED AT THE SUPPLIER'S PLANT, (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR ( 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 8. PANELBDARDS (ID NUMBERS ) AND INTERNAL CIRCUIT BREAKERS (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED. NO HAND BETTER) OUTDOORS. SITE WORK GENERAL NOTES FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. WRI EN LABELS ALLOWED. 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING 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 TOOL TO REMOVE SHARP EDGES. OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA FROM EACH DIFFERENT BATCH PLANT. 3R (OR BETTER) OUTDOORS 2. ALL EXISTING ACTIVE SEWER, WATER, CAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED 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 IS 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 HALL INCLUDE BUT NOT BE LIMITED i0 A) FALL PROTECTION B) CONFINED EPDXY- COATED, OR NON- CORRODING; SHALL MEET OR EXCEED UL 514A SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 10. ALL CONCRETE SHALL BE SUPPLIED IN ACCORDANCE WTH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK LARGER), 600V, OIL RESISTANT THHN OR THWN -2, CLASS B AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER SITES. STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) PROTECTED (WP OR BETTER) OUTDOORS. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. E BOXES DE SHALL • RECEPTACLE, SWITCH, AN NONMETALLIC RECE NME NO T P AND DEVICE MEET OR 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, TOP SOIL AND OTHER REFUSE SHALL BE REMOVED FROM THE 517E 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 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL, EXPOSE UNDISTURBED NATURAL SUBCRADE 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 OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WTH THE EXECUTION OF THE CRUSHED STONE AS REQUIRED. RESISTANT THHN OR THWN -2 GREEN INSULATION, CLASS B WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND /OR LOCAL UTILITIES. STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) 26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR OPERATION: LISTED OR LABELED FOR THE LOCATION AND RACEWAY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. ENGINEER IS ACCEPTABLE. SYSTEM USED, UNLESS OTHERWISE SPECIFIED. AC POWER DISTRIBUTION PANELS. 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, C. SHALL BE MULTI - CONDUCTOR, TYPE IC CAB( E (SIZE 14 AWG OR BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE 8. THE SITE SHALL DE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE TRANSMISSION EQUIPMENT AND TOWER AREAS. ( APPLICABLE GODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND 4. COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED. PROVIDE 6" MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN 3'. 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 STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) ANY FILL OR EMBANKMENT. LIFTS ABOVE COMPACTED SOIL. GRAVEL SHALL BE NATURAL OR CRUSHED MTH 100% 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 i0 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 WITH 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 TO 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 . 90'C IF AVAILA ' 7 THAN AT OPERATION A NO LESS HN 5C BLE 12. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S FOR OPERA ( ) 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: 1. ALL STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM Al23 (HOT -DIP) UNLESS NOTED OTHERWSE. STRUCTURAL STEEL SHALL BE HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. ASTM -A -36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, INSTALLATION AND BOLTING SHALL BE PERFORMED IN ACCORDANCE WTH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "MANUAL OF STEEL CONSTRUCTION ". 2. ALL WELDING SHALL BE PERFORMED U51NG 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 "0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. STEEL FASTENER HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 (HOT -DIP) 4. NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWSE. 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 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 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 :5 ACCORDANCE WTH TECHNICAL SPECIFICATION FOR CONSTRUCTION OF RADIO ACCESS NETWORK SITES. SITE NUMBER: MA5241 AT &T MOBILITY . VRG SITE NAME: NORTHAMPTON 469 Washington Street a ` at&t Aubum, MA 01501 - GLENDALE tel. (508) 981 -9590 �� NOTES fax (508) GLOBAL SERVICES 170 GLENDALE ROAD 550 COCHITUATE RD Qo 73/1x/1 GR REVIEw G.A.M. Dare @Xe calresourcesg p.co NORTHAMPTON, MA 01062 � - SUITES 13 & 14 No. DATE RFVISIGN By CHK APP D JOB NUMBER DRAWING NuMBER REV t VERTICAL RESOURCES GRP. 800 Marshall Phelps Road, #2A H AMPSHIRE COUNTY FRAMINGHAM MA 01701 50-145 02 0 Windsor, CT 06095 SCALE (DESIGNED BY M.N. (DRAWN 81: C.A.M. ' PROJECT INFORMATION SCOPE OF WORK UNMANNED COMMUNICATIONS FACILITY MODIFICATIONS SITE NUMBER: MA5241 SITE NAME: NORTHAMPTON – GLENDALE ••••■■•11111111.1111M at&t SITE ADDRESS: 170 GLENDALE ROAD NORTHAMPTON, MA 01062 PROPERTY OWNER: AMERICAN TOWER CORP 116 HUNG1INGION AVE. BOSTON, MA 02116 IIIIIIIIIMIIIIMINMIIMOINW APPLICANT: AT &T MOBILITY 550 COCHITUATE RD SUITES 13 & 14 FRAMINGHAM, MA 01701 CONTACT: TEL 866 - 915 -5600 COORDINATES LAT. N42'17'44.0' LONG. W7242'28.2" SITE GROUND LEVEL: 125' NUMBER: MA5241 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 0 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 GATE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT 02 NOTES Q AWARD SHALL GOVERN THE DESIGN. 0 BUILDING CODE: 03 SITE PLAN & EQUIPMENT PLAN �. 3' MASSACHUSETTS BUILDING CODE LATEST EDITION c ELECTRICAL CODE: 04 ELEVATION VIEW & ANTENNA LAYOUT 0 N 1 e " , <' NATIONAL ELECTRICAL CODE LATEST EDITION 1 ''� SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING 05 GROUNDING DETAILS 0 'r w "--°`' ' AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE s ,,,, ` _ AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, i NINTH EDITION o AMERICAN NATIONAL STANDARDS INSTITUTE /TELECOMMUNICATIONS INDUSTRY ASSOCIATION (ANSI /TIA) i` r per a• .._ ...rt "- - t , 8, 222 –F OR G AS APPLICABLE, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND � ANTENNA SUPPORTING STRUCTURES: c S 4 ; ' 11&- — l9Ja TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR \ ,< 4 _ '` � n TE LE C OMMUN a ICATIONS T y NSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH 11, RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OE A GROUND SYSTEM ! IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC W EQUIPMENT O AT LEAST 72 HOURS PRIOR TO V� Q - DIGGING, THE CONTRACTOR IS IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER c REQUIRED TO CALL 00 SAFE AT '' 8 . 0 I C ' 1 -888– DIG –SAFE ' 94 CIRCUITS (FOR LOCATION CATEGORY "03" AND "HIGH SYSTEM EXPOSURE ") r & & a TELCORDIA GR -1503, COAXIAL CABLE CONNECTIONS CONTACT UTILITY INFORMATION i ANSI T1.311, FOR TELECOM – DC POWER SYSTEMS – TELECOM, ENVIRONMENTAL PROTECTION CONTACT CONTACT COMPANY PHONE NO. M FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, ENGINEERING: MIGUEL NOBRE VRG (508) 981 -9590 ' N METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SITE ACQUISITION: B.D. NEXLINK (860) 219 -9563 'r ., SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC y t+ a5, . , REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. CONSTRUCTION: T.B.D. NEXLINK (860) 219 -9563 UTILITIES POWER: WORK REQUEST CROUP NATIONAL GRID (800) 375 -7405 I Y TELCO: VERIZON (800) 941 –9900 a' clo I SITE NUMBER: MA5241 VRG w 489 Washington Street SITE NAME: NORTHAMPTON ,...." ^ ��� AT&T M 0 B i LI TY , i i 4 1, , , t Aubum MA 01501 _ GLENDALE d tel. (508)981 -9590 ��.� TITLE SHEET fax(508)519 -8939 GLOBAL SERVICES 170 GLENDALE ROAD 550 COCHITUATE RD Qo J3/16/1`< FOR REVIEW c.A.M. mnobre(aDverticatresourcesgrp.com NORTHAMPTON MA 01062 SUI TES 13 & 14 JOB NUMBER DRAWING NUMBER REV ■ VERTICAL RESOURCES GRP. 800 Marshall Phelps Road, #2A NO. DATE REVISION BY cHK ApP Windsor, CT06095 HAMPSHIRE COUNTY FRAMINGHAM, MA 01701 50 145 01 0 SCALE DESIGNED BY: M.N. DRAWN BY. G A . 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO L IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building _ Department EXISTING PROPOSED REQUIRED BY ZONING Lot Size Ot) C Frontage 2c� ■ O Setbacks Front lJ y�J Side L: R: L: R: L: R: Rear Building Height I I?? Building Square Footage 2CO /.)0 C , % Open Space: (lot area r � minus building a paved /1 Y�!- parking I # of Parking Spaces ,, 1 / ) Iq # of Loading Docks r V4 , / Fill: �I /4N f / l (volume Et location) J 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. / r2— Date: Applicant's Signatu � NOTE: Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards, Department of Public Works and other applicable permit granting authorities. W:\ Documents\ FORMS \original \Building- Inspector\Zoning- Permit- Application- passive.doc 8/4/2004 File No. "'° 1ow ZONING PERMIT APPLICATION (§1o.2) Please type or print all information and return this form to the Building Inspector's Office with the $15, filing fee (check or money order) payable to the City 1. Name of Applicant: 00- �1 nn V∎5VO -r (J1btl e41 1'l` C Address: cL L k Veitket 'CTarayt MR O I7o Telephone: 617-4577- n . O 2. Owner of Property: — ' - t Y�.1 C 4y\� O r f Address: ))4 i j �11 Poe. kSOs tbY\ IL 021J4 Telephone: 1-9 2_ 6'- ref J o 3. Status of Applicant: Owner f Contract Purchaser Lessee t� Other (explain) 4. Job Location: / 76 6 kvctt I t1t 0.16 Parcel Id: Zoning Map# Parcel# District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 1 , 5. Existing Use of Structure /Property: Le(09Y1 kr'& 1 C Cl'f701"S 1 4C1kA.c.f 6. Description of Proposed Use /Work /Project /Occupation: (Use additional sheets if necessary): Paige- I rr • Ur Ole5 7. Attached Plans: Sketch Plan Site Plan Engineered /Surveyed Plans ' 8. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DONT KNOW YES '— IF YES, date issued: OS/An IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book 1 Page /6 ® and /or Document # 9.Does the site contain a brook, body of water or wetlands? NO ll DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: (Form Continues On Other Side) W:\ Documents\ FORMS\ original \Building - Inspector\Zoning - Permit- Application- passive.doc 8/4/2004 File # MP- 2012 -0100 APPLICANT /CONTACT PERSON TERRASEARCH ADDRESS/PHONE 157 RIVERSIDE DR (617) 877 -2950 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 ( 06 - Fee Paid �.�,( Building Permit Filled out (/ Fee Paid Typeof Construction: ZPA - ADD 3 PANELS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN 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 q/S1/ 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 the Office of Planning & Development for more information.