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23B-046 PROPOSED 100A RATED ACDATA, ILC TO 240V(E) 100SERVICE (INTEGRATED LOAD CENTER), HHH UTILITY METER WITH BUILT IN TRANSFER SWITCH AND AI , �, SURGE PROTECTION, MAIN CIRCUIT O EXISTING BREAKER TO BE 100A, 2P, 120/240V® NOTES' TRANSFER SWITCH I sar, ENTHOUSE (SEE NOTE 2) PPC ■ ■�_/� WALL 1. POCKET COMMUNICATIONS TO PROVIDE THE 100A, 120/2405, NEMA 3R RATED INTEGRATED L � BTS IWMsK'f w1WerWcm o LOAD CENTER (MODEL FROM ACDATA SOLUTIONS) WITH BUILT IN TRANSFER SWITCH, GENERATOR 60A -2P I NORTEL .�I� RECEPTACLE, AND TVSS. MAIN DISCONNECT TO BE BOA 2P (SQUARE D OR APPROVED EQUAL). 0 _2P 3231 il PROPOSED GROUND 2. UTILITY SERVICES SHOWN ARE PROPOSED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE D BAR MOUNTED TO EXACT TELEPHONE AND ELECTRIC SERVICE CONNECTIONS POINTS, ROUTING, ASSOCIATED (3) /12 AWG r 1 Pocket Communications INTERIOR WALL REQUIREMENTS MID BACKCHARGES WITH LOCAL UTILITY COMPANIES. ��� 20A - 1 (1) 12G, 1" V 1 Federal Street 3. CONTRACTOR TO VERIFY WITH THE BUILDING OWNER THE AVAILABILITY OF PROVIDING TO Building #111 ® BUILT-IN ® POCKET COMMUNICATIONS. 60A, 1$, 120/240V. FROM A BOA 2P CIRCUIT BREAKER (SOUARE -D I Springfield, MA 01105 ak ; /// OR EQUAL. SUPPLIED BY THE CONTRACTOR) AT THE 225A 3+, 208/1205 PANEL ENCLOSURE © PROPOSED J GENERATOR NORTEL COMA (LABELED PENT 1 IN THE PENTHOUSE). WITH BUILDING OWNERS PERMISSION, CONTRACTOR IS RECEPTACLE 15A -1P GFl ® BTS 3231 TO PROVIDE AND INSTALL A 100A, 120/240V, 14 CHECK METER TO MONITOR THE POWER USAGE (METER TO BE EMON -DMON OR THE EQUAL). _ EQUIPMENT PLAN L J E M XTON SCALE: N 7.5. O MAXI°N TECHNOLOGY, INC. SERVICE GOSLING BAY $'j'p'j'$ EXISTING - PER NEC DESIGN SIGN PENTHOUSE ONE LINE DIAGRAM PROPOSED ACDATA PROPOSED BOA 2P 2 O INTEGRATED LOAD CENTER, CIRCUIT BREAKER SCALE: N.T.S. 100A 120 /240V RATED W/ (SQUARE -D OR EQUAL) BAY STATE DESIGN, INC. BOA 2P MAIN BREAKER ArcNO e, • E gaol (NOTE 2) PROPOSED BOA 2P CIRCUIT BREAKER 241 Boston Post Rd. west Phone: 508 - 229 -4100 (3) #12 AWG, (SQUARE -D OR EQUAL) Marlborough, MA 01752 Fax: 508 -485 -5321 ( # 1. MAXIMUM VERTICAL /HORIZONTAL DISTANCE BETWEEN Copyright C2009 Bay State Design, Inca Incorporated 1" RGS CABLE GROUNDING KITS SHALL NOT EXCEED 100 FEET. PROPOSED .... 6s. INSTALL ADDITIONAL KITS AS REQUIRED BY FIELD NORTEL —N.,.` I2P CONDITIONS. O CDMA3231 IN a EXISTING 225A, 3+. PENTHOUSE (NOTE ) PPC ANTENNA TELCO CONDUIT, / INTERIOR 2� RGS, W/ (NOTE 3) NYLON ROPE m GPS ANTENNA MOUNT �� ANTENNA �6G Aft EL ROOF LEV ` / � ( —(3) #6 AWG. /2 GREEN INSULATED UPPER CIGB #80. 1 �' RGS NORTEL ' COPPER (TYP f / f PPC 3231 f f vV BTS A mu 3------- 12 GREEN — INSULATED COPPER (TYP.) ROOF LEVEL <> SERVICE MOB IN Q, Q GROUND EQUIPMENT PER NEC MGB (CADWELD ROOM ®® -------- EXISTING CHASE P DOWN LEADS - AND CONNECT TO STREET SIDE ` n OF WATER MAIN) ///\ TELCO ROOM V^ V„ ENGINEER /LAND SURVEYOR DATE C V` �\ IT IS A VIOLATION OF LAW FOR ANY > PERSON, UNLESS THEY ARE ACTING 2' RGS, W/ UNDER THE DIRECTION OF A LICENSED NYLON PULL EXISTING /4/0 INSULATED PROFESSIONAL ENGINEER, TO ALTER THIS ROPE TELCO —Ns. GREEN COPPER WIRE, DOCUMENT. DEMARC 1 SCH 40 PVC CLAMP GROUNDING TO //// STREET SIDE REVISIONS SUB- BASEMENT LEVEL OF WATE MAIN POWER & TELCO RISER DIAGRAM ■ i O ` SUB - BASEMENT LEVEL FROM ANTENNA 7 SCALE: N.T.S. 1 D9 /05/09 CONSTRUCTION FINAL 0 09/04/09 ISSUED FOR REVIEW JUMPER REQUIRED REV DATE DESCRIPTION RX ONLY WHEN T - } "0 GROUNDING RISER DIAGRAMO Y TX = AND LARGER (TYP.) 4 8Y. M TX ! SCALE: N.T.S. PROJECT #: DESIGNED S SCALE: 1111 DRAWN BY US R 2882.127 AS NOTED • CHECKED BY:TAV /RP Ill LARGKIT E UNIVERSAL 6 OUND AWG FROM KIT ANTENNA CABLE $IRE NAME, ■ WEATHERPROOFING II (ttPICAL) STANDARD TABLEWARE _ _. _. ■ II P ■■ GROUND KIT (TYP.) k � (SEE NOTE) O er' C o GROUND BAR , SPMA0073B i ..... ON WALL OR t � ► '' ON ANTENNA I AM TWO HOLE STRAIGHT TONGUE, NORTHAMPTON MA Ai 0 7 . o /1 / I — — — — — — — T &B, SIZE TO SUIT ANTENNA CABLE 2" " 3/4" O TO CABLE TRAY (TYP.) -� o 0 0 AM AMM AIM AM, AM AM ! ° ° ° ° °j o o 0 ^0O 1 QOOO � STREET S IDE I T BLDG. SIDE 0 O ° °T ° ° Q OO O V O� �O�OOo oO oO oO — SITE ADDRESS: C O AX GROUND KIT ° o * * t 30 LOCUST STREET FROM ANTENNA `-' FRAME SUPPORT � � II II =e`�� CIGBE GROUND BAR NEWTON LEGEND NORTHAMPTON, MA 01061 ■ �+l (OR EQUAL), SIMILAR TO — — #4/0 AWG G � MOUNTED NEAR /BELOW 1- COPPER TINNED GROUND BAR, 1 /4 "X 4 "0 20 ", OR OTHER LENGTH AS REQUIRED. INSULATED N N—HEAVY DUTY WATER PIPE ANTENNA HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION GROUND CLAMP, BURNDY TYPE _ 2- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 OR EQUAL ,. NSNT /NI +NT OR GAR — TC, E - DRAWING TITLE: UG, #2 AWG BCW /)2 AWG BCW, BONDED 3- ��WAL MOUNTING E BRACKET, O NEWTON INST CO. CAT NO. A -6056 OR EQUAL USEED 4/0 OR #2 AWG BCW SIZE TO SUIT POWER AND GROUNDING TO GROUND WIRE ALONG TO BLDG OR GROUND RING CABLE TRAY TO CIGBE /MIGB 5- 5/8 -11 X 1" H.H.C.S.BOLTS AS SHOWN. NOTE N°TE NOTE: GROUND LINE RISER DIAGRAMS DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS CONTRACTOR TO UTILIZE KOPR- SHIELD (THOMAS Sc BE1TS) AT COLD WATER MAIN O AND DETAILS DIRECT GROUND WIRE DOWN TO CIGBE. ALL BOLTS, NUTS, WASHERS AND LOCK WASHERS SHALL BE 18 -8 ON ALL LUG CONNECTIONS. SCALE. NTS STAINLESS STEEL. DRAWING NO: STANDARD DETAIL CONNECTION GROUNDING - STANDARD INSTALLATION OF GROUND OF GROUND WIRES TO DETAIL GROUND BAR O WIRE TO GROUND BAR E -1 • GROUNDING BAR (CIGBE) ® SCALE: NTS SCALE: NTS r SCALE: NTS , H ® - p o cket SmetMT WN -HLEMB 1 14. l U Pocket Communications PROP UNISTRUT 1 Federal Street 3" I (V P/ 1 LENGTH) Building #111 Springfield, i 1 i (UNISTRUT P /N: OF 12) ASTM PROPOSED i /21/2"0 / MA 01105 '` U -BOLT OW INSULATION OF 12) INSULATION -/ BOARD W EXISTING BRICK PROPOSED A325 BOLT 1/2'S EXISTING 0 V.I.F. . l PROPOSED 2 1/2 "0 EXISTING PLYWOOD STD. PROPOSED PIPE (IYP: POCKET 3) PANEL ANTENNA V } M IN (TYP) EXISTING STUDS EXISTING STUDS I �' , II ' — /� M XTON r/ EXISTING I (RFS P /N: APXV1B- 2065175 -C -ACU) _ _ AM%fON TECHNOLOGY. INC. hi. INSULATION (IYP. i PER SECTOR, TOTAL OF 3) `__ ,1111� __ `/1 �� BAY STATE BOARD 1 1 Z DESIGN j Mil EXISTING PLYWOOD O EXISTING PENTHOUSE WALL PROPOSED UNISTRUT 1-' EXISTING BRICK (V.I.F. LENGTH) ' PROPoSED ANTENNA MOUNT PROPOSED ANTENNA MOUNT V (RFS P /N: 917026) PROPOSED 1/2'0 (UNISTRUT P /N: P1000) (RFS P /N: 917026) 111111■ BAY STATE DESIGN, INC. (TOTAL OF 12) 3_ . I (TOTAL OF 3) (TOTAL OF }) U - BOL T (T Architects Engineers i PROPOSED 2 1 2' PROPOSED POCKET PANEL ANTENNA 241 Boston Post Rd. West Phone: 508 - 229 -4100 PROPOSED 1/2'0 I / 0 (TYP. 1 PER SECTOR, TOTAL OF 3) Copyright C 2009 Bay State Design, Incorporated �� I ANTENNA MOUNTING DETAIL '� SCALE: 1 " -1' -0" O 0 ' EXISTING PENTHOUSE WALL 4 y1 ?`Y G n TY `\ ,rpD C'f' W' ANTENNA MOUNTING DETAIL O 1, 2 "' SCALE: 1 " - 0" Q� �Ua' t Ci. ,STF d H 310ia�� ri,-„---„,ix"..04 22.4" 1 `111■ ' " /LAND SURVEYOR DATE `111■ `111.44.--- IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 0 2" REVISIONS _ ECE GENERATOR R r - 0—� RECEPTACLE III 'I El _ I 1 12/05/09 CONSTRUCTION FINAL 0 09/04/09 ISSUED FOR REVIEW // REV DATE DESCRIPTION ';,4, PROJECT #: DESIGNED BY KW SCALE: DRAWN BY: 2882.127 AS NOTED CHECKED BY.TAV /RF EXISTING PENTHOUSE WALL o SITE NAME SPMA0073B PROPOSED 1/2 HILTI NORTHAMPTON MA 4. • KWIK BOLT 3 NORTEL BTS 3231 CABINET SPECIFICATIONS 3 1/2" MIN. EMBEDMENT (TYP. 4 PER CABINET) BTS DIMENSIONS 17.7 "D x 22.4"W x 36.7 "H BATTERY ENCLOSURE DIMENSIONS 14.5 "D x 23.25'N x 23.25 "H PROPOSED POCKET PPC II WEIGHT W/O BATTERY 240 LBS. MAX SITE ADDRESS: • • CABINET MOUNTED ON EXISTING CONCRETE FLOOR WEIGHT W/ BATTERIES 750 LBS. MAX 30 LOCUST STREET PROPOSED POCKET BTS CABINET MOUNTED ON - NORTHAMPTON, MA 01061 EXISTING CONCRETE FLOOR NORTEL BTS 3231 CABINET MINIMUM CLEARANCES NOTF: ACDATA POWER PROTECTION CABINET (PPC) SPECIFICATIONS DIRECTION MINIMUM CLEARANCE DRAWING TITI F: CABINETS SHALL BE ANCHORED DIMENSIONS 40 "H x 20'00 x 10 "D CABINET BOTTOM 0" STRUCTURAL PER CABINET MANUFACTURERS SPECIFICATIONS. CABINET FRONT 27.5' PPC CABINET DETAIL A DETAILS CABINET CONNECTION DETAIL O SCALE: N.T.S. 3 BTS CABINET DETAIL C SCALE: 1 "= t' -0" SCALE: N 1.S. `' DRAWING NO: s -1 NUMBER OF WIDTH OF NOMINAL 24" ® 12 CABLES COAXIAL CABLES CABLE TRAY DEPTH OF CABLE TRAY t8" ® 8 CABLES O 12" ® 4 CABLES SECTOR GAMMA AZ. 290' 12 24" q^ f PROPOSED POCKET g 18" p° HOLD DOWN CLAMP PAN ANTENNA 4 12" q' MOUNT TRAY TO UNISTRUT (71P. 1 PER SECTOR, - WITH 1/2 - 13 X 1 SMART MCI ELES14 TOTAL OF 3) NOTE: 1/2" LONG GALVANIZED - `/ BOLTS, SPRING NUTS P1010 1 EXISTING 1. PVC SLEEPERS FILLED WITH & WASHERS �1 PENTHOUSE CONCRETE EVERY 8' -0 ". V EXISTING PROPOSED RFS ROOF CABLE TRAY 9" RUNGS, / U Pocket Communications PENTHOUSE TOP BRIDGE KIT 4" LOADING DEPTH. L 1 Federal Street RFS P /N: 916968, 916969 SUPPORT CABLES WITH Building #111 TIE WRAPS EVERY 4 FT. I. .;,.l A:A)0 1 5/8"0 COAX (TYP. -6 LINES) r I/ I WITH CABLE TIES, 6' O.C.) I. 1 t Springfield, MA 01105 ATTACH COAX TO CABLE TRAY UNISTRUT P1000 ( EVERY 6' ON CENTER SHEET METAL COVER SECTOR BETA CT �% , I� MOUNT UNISTRUT TO BLDG. NOT : A E Z. 150' SECTOR ALPHA 40° %%% J EPDXY ANCHORS WITHY 20 ALL EXTERIOR PARTS SHALL BE MIX TON \, ,�• ` � 2 1/2" MIN. EMBEDMENT PAINTED 70 MATCH EXISTING C/r) MAXTON TECHNOLOGY, INC. PENTHOUSE. ANTENNA AZIMUTH PLAN 0 4".a" / PEOV® SLEEPERS, AT Z DE IG-N SCALE: N.T.S. �`` ALL coax BRIDGE JOINTS. VERTICAL CABLE TRAY T DESIGN 6" LONGER THAN WIDTH OF 3 O CABLE TRAY. (SEE NOTE i) SCALE N.T.S. ".� BAY STATE DESIGN, INC. / •• "• ' Architects • " ° " "" " ° "• ;e , ; . V #6 GREEN STRANDED COPPER WITH • Engineers EXISTING HVAC DUCT e " "• •• ", 2 -HOLE LUG BONDING JUMPER f 241 Boston Post 0E. West Phone: 500- 229 -4100 SPLICE PLATE Marlborough, MA 01752 Fax. 508 -485 -5321 .......... / 11" - ` •• ••,•'::• N' " _ I Copyright C200 Bay State Design, Inco ryonted `/ NEOPRENE PAD /�/ 10" ADHERE TO SLEEPERS EXISTING W THREADED O ROD CABLE TRAY DETAIL r .1 ,. SCALE: N.T.S. � \ / � f \� \ / \ / \ / \( \� / \/\ EXISTING • • • • • • • T \ _y , Vim Imo/ �/1 UNISTRUT PROPOSED CONDUIT rit� , . 1 EXISTING - ''i "� I i CONDUITS PROPOSED SNAP -IN HANGER N —_) (VALMONT P /N: B1914) (TYP_) : j� //. KJ Q z-' CONDUI SUPPORT DETAIL T jE 4'm (TYP) 5 , , ,, NOTE' SCA LE: N.T.S. A 4h 1. 6 HOLE CABLE PORT VALMONT P /N: 51449 �" rC ^`) 0 Q�`" 2. COAX BOOTS (6) VALMONT P /N: B535A ° r 1 1: TELCO & GROUND CONDUIT r COAX ENTRY PORT DETAIL d SCALE: 3/4 " =1' -0" 0 UNISTRUT P1000 `I1 It A A 3 /8" HILT! KWI 3 (2) Et GIRDER/LAND SURVEYOR DATE INIMI MIN. EMBEDMENT 3 1/2 MAX DIA. NOMINAL K IT IS A VIOLATION OF LAW FOR ANY OF THROUGH ANNULAR FILL MATERIAL TYPE PENETRANT SPACE IN. PERSON, UNLESS THEY ARE ACTING MIN. FILL F ONE 2 "0 SCHEDULE 40 PVC PIPE TO BE CENTERED d NOTE. UNDER THE DIRECTION OF A LICENSED PIPE OR ANNULAR MATERIAL RATING WITHIN FIRESTOP SYSTEM. A NOM. ANNULAR SPACE 1' 1/2" FSP 1100 PUT1V PROFESSIONAL ENGINEER, TO ALTER THIS CONDUIT SPACE IN. THICKNESS HR OF 5/16" IS REQUIRED WITHIN THE FIRESTOP SYSTEM 2' 1 FS 1900 SEALANT OPTIONAL DETAIL CONTRACTOR DOCUMENT. PIPE 3/4 1 1/1 1 PIPE SHALL RIGIDLY SUPPORTED ON BOTH SIDES SHALL CONSULT TELECOMMUNICATIONS MANAGER FOR DESIRED CONDUIT RUN. CONDUIT } /p' 3/4' 1 OF WALL/FLOOR ASSEMBLY 41) ONE 2 "0 SCHEDULE 40 PVC PIPE EXISTING TO BE CENTERED WITHIN FIRESTOP O CONCRETE REVISIONS ONE 2 "0 METALLIC PIPE OR CONDUIT SYSTEM. PIPE SHALL BE C SLAB TO CENTERED WITHIN FIRESTOP II �II 'S 3 E . o OF N OF WALL/FLOOR WALL FLOOR SUPPORTED E ASSE B OTH SI DES • • SCALE: N.T.S. - O SID SYSTEM. F M. PIPE SHALL BE g / ` I CONDUIT SUPPORT DETAIL RIGIDLY SUPPORTED ON BOTH SIDES !, ® ® .. 6 OF WALL /FLOOR ASSEMBLY �` LL 3 N ® ••• • SEALANT, MIN. OF 1 1/4" THICK, FLUSH WITH BOTH SURFACES OF WALL FOR 2 HR. ASSEMBLY, 5/B" 1 71/05/09 CONSTRUCTION FINAL PACKING • MATERIAL SHALL BE A MIN. OF THICK FOF 1 HR. ASSEMBLY. A 5/8" 0 09/04/09 ISSUED FOR REVIEW CROWN AROUND CONDUIT WITH A 1 1/2" THICK OF MIN. 6 PCF MINERAL UNISTRUT P1000 NGT001 MA -- REV DATE DESCRIPTION FILL VOID WITH CAULK, 7" MIN. LAP AROUND OPENING MALE TALC CABLE TO ANTENNA SEALANT: INTERNAT'L PROTECTIVE FLUSH WITH BOTH SURFACES OF WOOL BATT INSULATION FIRMLY PACKED ATTACH WITH APPROPRIATE ANCHORS: GPS ANTENNA WALL (SEE TABLE) IN OPENING. FILL VOID W/ A MIN. OF 2" COATINGS CORP-ESP 110 PUTTY 1. MASONRY - 3/8" HY20 HILTI ANCHORS MAST TO ANTENNA COUPLER NUT PROJECT : DESIGNED BY: JRK SCALE' SEALANT: TREMCO INC, THICK SEALANT DF : SEALANT SPECSEAL APPLI500, ED 501FLU, SH w/THE 41, EXISTING 2. WOOD - 3/8" LAG BOLTS — p • TREMSTOP -WBM TOP SURFACE OF BOTH SIDES OF FLOOR /WAL OR FS1900 SEALANT 502 OR 505 CEILING /WALL 3. DRYWALL - PROVIDE WOOD BLOCKING DRAWN BY: JRK SEALANT BY SPECIFIED TECHNOLOGIES, INC. UL SYSTEM NUMBER: WL2038 & USE WOOD LAG BOLTS MAST PIPE CAP . CHECKED EVTBV /RF AS NOTED UL SYSTEM NUMBER: WL1051 F RATING - 7 & 2 HR. ^ I 127 I 2882 F RATING - 1 & 2 HR. UL SYSTEM NUMBER: CAJ2057 SITE NAMF: F RATING - 2 HR. MEIN VARIES FLOOR MIN MAX. MIN MAX MIN MIN 1/1/1111la F N TYPE CONNECTO I SPMA0073B OR THICK. PIPE ANNULAR ANNULAR FILL MAT. FORM. MAT. ATING m - W DU. SPACE SPACE THICK. HICK. TOP OF PENTHOUSE 3 3 4" 1 1 2 3' 2 1 8" I" 3 4" TO EQUIP MENT ' NORTHAMPTON, MA // / i /// CABINET /// / /ii / / �� ®dam© I 2 3 4' POWER, TELCO & GROUND // % 3 2 1/8" 1' 1/Y LIGHTNING ii// ,A." �®3, " 3 4' t" CONDUIT FASTENED TO UNISTRUT GROUT ALL VOIDS / //i // / /// 1 2" PROTECTION 2 "0 STD. PIPE DEVICE AROUND SLEEVES z i // � min ^ 1 2 1/1 j W 2 1 B" 7' l Y �_m SEALANT • ))� • W m m ©I 2 i B" 1 1 2 CONDUIT SUPPORT DETAIL O ° GROUNOTI ADDRESS mINEAMY I" 2 1 2 SCALE. N.T.S. THROUGH PENETRANTS STRUCTURE BACK TO E D W GROUND UN SYSTEM S E 30 LOCUST STREET W/ #6 STRANDED GREEN /2 ° 0 U -BOLT NORTHAMPTON. MA 01061 N ,LL ONE METALLIC PIPE, CONDUIT OR TUBING TO BE ® PENETRAT ION i / /� INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY CONDUIT (TYP.) / / / / WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR a1 CONDUIT / / / TUBING TO BE RIGIDLY SUPPORTED ON HOLD 4X 4 DRAWING BOTH SIDES OF FLOOR OR WALL. FASTENED TO w 11a 1 iiIIi ,y3 FO MATERIAL SHALL BE A MIN. OF R S ^ ST RI C 1 7/2" THICK OF MIN. 4.0 PCF MINERAL m CHRS WITH 2 1/2" MIN. I�ONt71 f�V�.ITION WOOL BATT INSULATION FIRMLY PACKED m � IN OPENING, USG INTERIORS -TYPE SAF ' m , - DC NOTE THICKNESS OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES ' ` J 4x4 UV RATED OF FLOOR /WALL (SEE TABLE), USG INTERIORS -TYPE 55 " _0, PVC SLEEPERS EXACT LOCATION TO BE FIELD COORDINATED 4 111111110 0 0. WITH NEXTEL CONSTRUCTION MANAGER. DRAWING N0: UL SYSTEM NUMBER: CAJ1020 F RATING - 3 HR. CONDUIT SUPPORT DETAIL GPS ANTENNA DETAIL 0 A — 4 O TYPICAL PENETRATIONS DETAIL 7 SCALE: N.T.S. O SCALE: N.T.S. SCALE: N T.S. pocket v , , . . . , , , , , , ,4 ` U Pocket Communications Street P) 1 Federal Stet Building # Springfield, MA 01105 i Emil M4XTON 0 MAXrON TECHNOLOGY. INC. BAY STATE DESIGN © PROPOSED VERTICAL CABLE TRAY PROPOSED COAX Q ‘111111/ © PROPOSED CABLE TRAY ® MOUNTED ON EXISTING PENTHOUSE ENTRY PORT MOUNTED Mr W ON PVC SLEEPERS WALL (PAINED TO MATCH) IN PENTHOUSE WALL BAY STATE DESIGN, INC. Architects • Engineers ilnalliall PROPOSED POCKET PPC PROPOSED POCKET BTS ©© 3 241 Boston Post Rd. West Phone: 508 -220 -4100 TOP OF EXISTING PENTHOUSE ROOF CABINET MOUNTED ON CABINET MOUNTED ON Marlborough, MA. 01752 Fax: 508 - 485 -5321 ELEV. 7T -0 "t AGL� ® ® ®E %ISTING CONCRETE FLOOR EXISTING CONCRETE FLOOR ® ®® \ P 4 Copyright C 2009 Bay State Design , Incorporated PROPOSED POCKET �, .-• PROPOSED POCKET O L. ROSED POCKEANN_ POWER CONDUIT RUN - - C.- - OF - POP - ELEV. 74 • -D ± TENAS AG.L. --- PANEL ANTENNA AllikAlla memem (TYP. 1 PER SECTOR, W® as PROPOSED POCKET-'--- © I 3) (BEYOND) y 9 TOTAL OF 3 BEYOND PANEL ANTENNA PROPOSED POCKET r , (PAINTED TO MATCH) 4 -' 4,.f lump (TAP . 1 PER SECTOR, W CHECK METER _ W "" "°.,,,. +- TOTAL OF 3 �: EXISTING Ex \ t :y EXISTING ELECTRICAL PANEL- PROPOSED POCKET Q. (PAINTED TO MATCH) ----..„...1 I i 1 PROPOSED POCKET ©Q PENTHOUSE TELCO & GROUND PENTHOUSE r � ! t V .i - ` TELCO & GROUND CONDUIT RUN ON `y E XISTING ROOF LEVEL i 1 CONDUIT RUN ®® ----- - - - - -_ — PVC SLEEPERS ® TT4 „ '.y ____ ELEV. = 61' 0 "t A.G.L. _ —_— — i F' '.?/:// ! Iaa 1 § "t • PROPOSED POCKET �. VERTICAL CONDUIT RUN ®® f �, W EXISTING CHASE NGINEER /LAND SURVEYOR DATE IT PERSON, U IS A VIOLATION LAW FOR ANY PERSON, UNLESS LESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT REVISIONS 1 12/05/09 CONSTRUCTION FINAL 0 09/04/09 ISSUED FOR REVIEW REV DATE DESCRIPTION PROJECT #i DESIGNED BY KW SCALE: DRAWN BY: JRK 2882.127 AS NOTED CHECKED BY:TAV /RE EXISTING GRADE SITE NAME ELEV. 0' -0 "t AGL SPMA0073B L NORTHAMPTON MA 7 7 - - �` 1 i n I ROPOSED POCKET I I I 1 TELCO & GROUND �' I I I CONDUIT RUN ALONG I I 1 SUB - BASEMENT CEILING I SITE ADDRESS: / I `(1J 30 LOCUST STREET EXISTING TELCO BOARD EXISTING BOILER ROOM EXISTING TELEPHONE ROOM (LOCATED IN SUB - BASEMENT) NORTHAMPTON, MA 01061 (LOCATED IN SUB- BASEMENT) EXISTING WATER MAIN DRA WING TITLE EAST ELEVATION O SCALE: 1/ " = EAST ELEVATION DRAWING ■NO • A -3 A at 11 z Z 0 0...., pocket PO CKET RF SYSTEM SCHEDULE SMART WIRELESS SECTOR ANTENNA AZIMUTH DOWNTILT RAD PO C CTR, MAKE MODEL FEED PCS COAX COAX MFR. LENGTH, v Pocket Communications FT AGL SIZE, IN. FT.* 1 Federal Street ALPHA IR, IA 40' SEE NOTE 64' -0 "3 RFS APXV18- 2065175 -C -ACU BOTTOM 1 5/8 "0 RFS (LCF158 -50JL) 90'3 Building #111 BETA IA, TB 150' SEE NOTE 64' -D "3 RFS AP %V18- 2065175 -C -ACU BOTTOM 1 5/8 "0 RFS (LCF158 -5OJL) 90'3 S MA 01105 iii; GAMMA IT, IIG 290' SEE NOTE 64 "3 RFS APXV18- 20651 /S -C -ACU BOTTOM 1 5/8 "0 RFS (LCF158 -5OJL) 65's WO GPS #1 IY & IIY PRIMARY - N/A RFS NTGBOI MA BOTTOM 1/2" RFS 15 COAX CABLE LENGTHS ARE ESTIMATES; CONTRACTOR SHALL VERIFY IN FIELD. ( 0 NOTE: REFER TO REDS SHEET FOR FINAL ANTENNA TILT AND AZIMUTHS. EMI M XTON SAXTON TECHNOLOGY, INC. 1 4 BAY STATE DESIGN 0 EXISTING U BAY STATE DESIGN, INC. `PENTHOUSE Architects • Pha en 241 Boston Post Rd. West Pho 508 - 229 -4100 - JI Marlborough, MA. 01752 Fax: 508 ' -485 -5321 t ROPOSED POCKET P4 © I 4 Copyright ID 2009 Bay State Design. Incorporated C ABLE TRAY ON P PROPOSED POCKET A ABLE ENTHOUSE ® 0 • LEASE AREA • • ROOF r ; , 4` III 'W7 PROPOSED POCKET BTS © ©© ,..--------... '/ \? -i PROPOSED POCKET PPC • • CABINET MOUNT ON "i�. "s ©Q 3 EXISTING CONCRETE FLOOR ® ®® \ ®® E EXISTING CONCRETE FLOOR CABINET MOUNTED ON 1111 _i ri © Vir z, PROPOSED POCKET©Q t' 1"n S 1 - TELCO &GROUND CZ' PROPOSED POCKET CONDUIT RUN •O )30 POWER CONDUIT RUN I --- l� MI PROPOSED COAX my / ,` -, ;/ EXISTING PENTHOUSE WALL ENTRY PORT J�1 d _ rt EXISTING ROOF PROPOSED VERTICAL CABLE TRAY 1 I ink MOUNTED ON EXISTING PENTHOUSE WALL (PAINTED TO MATCH) lar EQUIPMENT LAYOUT PLAN A ENGINEER /LAND SURVEYOR DATE SCALE: l/2 " -1' -0" IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SECTOR GAMMA AZ. 290 REVISIONS i ,..-- • PROPOSED POCKET 411411111 PANEL ANTENNA 1 12/05/09 CONSTRUCTION FINAL © PROPOSED CABLE TRAY (TYP. 1 PER SECTOR,® 0 09/04/09 ISSUED FOR REVIEW ON PVC SLEEPERS TOTAL OF O ) REV DATE DESCRIPTION EXISTING • (PAINTED TO MATCH) PENTHOUSE • PROJECT (/: DESIGNED BY KW SCALE: ROOF DRAWN BY JRK EXISTING 2882.127 AS NOTED PENTHOUSE EXISTING PENTHOUSE • CHECKED BY:TAV /RF ROOF • ` EXISTING ROOF • �'J SITE NAME: • • a� PROPOSED PANEL ANTENNA PROPOSED POCKET r PROPOSED POCKET AL� SPMA0073B W ®(7YP 1 PER SECTOR, LEASE AREA _ 1 29_4. PROPOSED POCKET Q TELCO &GROUND VERTICAL CONDUIT VFW NO MA CONDUIT RUN ON PVC SLEEPERS ■ (PAINTED TO MATCH) I ^ V Y V v ( _ _ ,s,_,____ _ _ _ _ _ _ _ EXISTING CHASE / ' V 7 Ls [] Iii BETA � H ✓ AZ. 150' \ rr 1 SITE ADDRES SECTOR ALPHA EXISTING ELECTRICAL PANEL \\ `EXISTING . S AZ. 40' PENTHOUSE A11/14111111 PROPOSED 30 LOCUST STREET PROPOSED POCKET PROPOSED POCKET PANEL ANTENNA © CHECK METER PROPOSED POCKET ©Q. ( ELEVATORS 111171115/ (TYP. 1 PER SECTOR, w TELCO & GROUND lam NORTHAMPTON, MA 01061 TOTAL OF 3) EXISTING ROOF CONDUIT RUN (PAINTED TO MATCH) DRAWING TlyE ROOF AND / ` EQUIPMENT LAYOUT Q PROPOSED POCKET TELCO `-EXISTING PLANS Ilk NV & U CONDUIT UN PENTHOUSE AO BAS EMEN .1 1 2 & SUB- BASEMENT CEILING DRAWING NO: ® R PLAN A_2 * SCALE. 1/8 " =1' 0" O packet. SHAT T WIR£L €189 / Pocket Communications / 1 Federal Street / Building #111 / / / Springfield, MA 01105 / / / EXISTING ROOF / ROOF M XTON / J / MPXTON TECHNOLOGY. INC. / / BAY STATE / / DESIGN //• / EXISTING PARKING LOT / / EXISTING PARKING LOT / / / / NOV STATE DESIGN, INC / / / / / / / , Architects • Engineers / / 241 Boston Pont Rd. West Phone: 508 - 229 -4100 / / / Marlborough, MA. 01752 Fox: 508 -485 -5321 / Copyright © 2009 Bay State Design, Incorporated / / / / / / / / / / / / / / / / / / I �/ �J EXISTING / / / / / ROOF / EXISTING LOWER ROOF / :_ r \ / EXISTING PARKING LOT r -// 1 1 J "3 1. / —4 . r Z ' / / / / / / / / / / / / a`' /' / / / / /// / / . 41/e Aa / / EXISTING LOWER ROOF / / fi r; � / r T / / ( ' I 9 — I /-7>>, EXISTING CHASE / EXISTING / - / / I (LOCATED IN BASEMENT) EN INFER /LAND SURVEYOR DATE / PENTHOU _oa / i / / / I / IT IS A VIOLATION OF LAW FOR ANY / ? /— PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED / t��t, 1 / PROFESSIONAL ENGINEER, TO ALTER THIS / I I „ I /� I DOCUMENT. / / / / / / / / / / / / / _ / / I I / L / / / / / / / / / / / / / / / / / / / / / EXISTING REVISIONS / EXISTING / / PENTHOUSE / EXISTING TELEPHONE ROOM / (LOCATED IN SUB - BASEMENT) \EXISTING WATER MAIN 1 12/05/09 CONSTRUCTION FINAL / 0 09/04/09 ISSUED FOR REVIEW / EXISTING BOILER RITOM / (LOCATED IN SUB- BASEMENT) / REV DATE DESCRIPTION EXISTING TELCO BOARD / / PROJECT f: DESIGNED BY KW SCALE / " / / / 2882 127 DRAWN BY JRK AS NOTED / / CHECKED BY:TAV /RP EXISTING LOWER ROOF / / / / SITE jApAL % / /// V / / / / / / / /// / / / SPMA0073B // NORTHAMPTON, MA / / / / SITE ADDRESS: / EXISTING / EXISTING PARKING LOT 30 LOCUST STREET / / / / NORTHAMPTON, MA 01061 ),/ DRAWING TITLE: SITE PLAN MAIN ENTRANCE DRAWING NO /� • SITE PLAN O A -1 SCALE 1 /32 " =1' -0" GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL NOTES: H onmftw 1. CONSTRUCTION WORK SHALL ADHERE TO POCKET COMMUNICATIONS CELL SITE CONSTRUCTION THE CONCRETE E WORK SHALL BE IN ACCORDANCE THEIACP301 ACI 336, ASTM A185 AND 1 TELEPHONE SE SHOWN ARE ELECTRIC POUNLR SHALL COORDINATE EXACT O pocket. SPECIFICATIONS MANUAL. REQUIREMENTS WITH LOCAL SERVICE CONNECTIO 9HART WINGLESS 2. ALL DIMENSIONS SHOWN THUS ± ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL 2. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS DIMENSIONS AND ELEVATIONS WHICH AFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY NOTED OTHERWISE. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 CODE 2. VISIT SITE AND EXAMINE CONDITIONS UNDER WHICH WORK MUST BE PERFORMED. REPORT ALL DIMENSIONS PRIOR TO CONSTRUCTION. REQUIREMENTS. ADVERSE CONDITIONS IN WRITING. COMMENCEMENT OF WORK SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING CONDITIONS INCLUDING PREPARATORY WORK DONE BY OTHERS. r Pocket Communications 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH_ CONTRACTOR SHALL VERIFY TRUE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 60, DEFORMED UNLESS NOTED V 1 Federal Street NORTH AND INFORM CONSTRUCTION MANAGER OF ANY DISCREPANCIES BEFORE STARTING OTHERWISE- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC 3. ALL EXISTING UNDERGROUND LINES ON SITE SHALL BE LOCATED PRIOR TO CONSTRUCTION. CONSTRUCTION. UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD, Building #111 LINO. 4. GIVE NOTICES, FILE PLANS. OBTAIN PERMITS AND LICENSES, PAY FEES AND BACK CHARGES, AND Springfield, MA 01105 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL OBTAIN NECESSARY APPROVALS FROM AUTHORITIES THAT HAVE JURISDICTION. PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL ARCHITECT /ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. UNLESS OTHERWISE ON DRAWINGS: 5. PERFORM WORK AS REQUIRED BY NEC AND AUTHORITY HAVING JURISDICTION. CONCRETE CAST AGAINST EARTH 3 IN 5. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY CONCRETE EXPOSED TO EARTH OR WEATHER: 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUIT ROUTING WITH LOCAL UTILITY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES AND SUPPORT STRUCTURES. #6 AND LARGER 2 IN COMPANIES AND FIELD CONSTRUCTION MANAGER. M XTON #5 AND SMALLER & WWF 1 1/2 IN. 6. COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT, CABLE AND ALL APPURTENANCES REQUIRED CONCRETE NOT EXPOSED TO EARTH OR WEATHER 7. ALL EXTERIOR WALL PENETRATIONS SHALL BE SILICONE SEALED. FOR PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE OR NOT CAST AGAINST THE GROUND: MATRON TECHNOLOGY. INC. RESPONSIBILITY OF THE CONTRACTOR. SLAB AND WALL 3/4 IN. 8. MATERIAL AND EQUIPMENT SHALL BE UL, NEMA, ANSI, IEEE, ADA & CBM APPROVED FOR BEAMS AND COLUMNS 1 1/2 IN. INTENDED SERVICE. BAY STATE 7. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND 9. ALL ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THEN THE MAXIMUM DI�SIGN SPECIFICATIONS. 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE. SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C.. 8. PER FCC MANDATE, ENHANCED EMERGENCY (E911) SERVICE IS REQUIRED TO MEET NATIONWIDE 6. INSTALLATION OF CONCRETE EXPANSION / WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S 70 STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS. LESSEE /LICENSEE'S IMPLEMENTATION RECOMMENDATION. A. NEW WIRING SHALL BE TYPE THWN, UNLESS OTHERWISE NOTED. NEW WIRING PROVIDING POWER REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNA GENERALLY DEPICTED ON THIS PLAN, TO BTS SHALL BE STRANDED CLASS B, THHN. MINIMUM BRANCH CIRCUIT WIRING SHALL BE #12 ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE BTS RADIO CABINETS. LESSEE RESERVES 7. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL. CONCRETE CYLINDER TEST IS AWG SOLID COPPER. BAY STATE DESIGN, INC. THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND LOCATION AS NOT REQUIRED FOR THIS PROJECT. r Architect, Engineers EVOLVES TO MEET REQUIRED SPECIFICATIONS. 11. ALL METALLIC CONDUITS SHAT L BE PROVIDED WITH BONDING BUSHINGS. V 1 241 Boston Post Rd. West Phone: 508- 229 -4100 8. THE GENERAL CONTRACTOR SHALL PROVIDE CERTIFICATION FOR THE CONCRETE SUPPLIED. 12. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED Marlborough, MA. 01752 Fax: 505 -485 -5321 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, OVER TO THE PROJECT MANAGER AT JOB COMPLETION. I Copyright 2009 Bay State Design, Incorporated UNLESS IT IS VERIFIED BY CYLINDER TEST THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. 13. PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL "AS BUILT" DRAWINGS AT THE -/ SITE WORK GENERAL NOTES: GUA O F KIN JQB W t4. GUARANTEE WORK IN WRITING FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. REPAIR OR 1. CONTRACTOR SHALL CONTACT "DIG SAFE" (1- 888 - DIG -SAFE) PRIOR TO COMMENCEMENT OF STRUCTURAL STEEL NOTES: REPLACE DEFECTIVE MATERIALS OR INSTALLATION AT NO COST TO OWNER. CORRECT DAMAGE CAUSED IN MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER GUARANTEE AT NO COST TO WORK. OWNER. 2. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED 1. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER OF STEEL CONSTRUCTION (RISC) "SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS, EXTREME CAUTION STRUCTURAL STEEL FOR BUILDING" NINTH EDITION. 1 � ` .9 SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIPES AROUND OR k ` '° NEAR UTILITIES. SUBCONTRACTORS SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 2. ALL STEEL EXPOSED TO THE WEATHER SHALL BE HOT -DIP GALVANIZED. INTERIOR STEEL SHALL GROUNDING NOTES : .1 r,_, y r { n i THIS WILL INCLUDE BUT NOT BF LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) BE PAINTED. " \ (;Y l( ELECTRICAL SAFETY D) TRENCHING A EXCAVATION . . 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 3. ALL PROPOSED AND WIDE FLANGE BEAMS SHALL SHALL CONFORM TO ASTM A572, GR. 50. OTHER STRUCTURAL AND MISCELLANEOUS STEEL SHALL FORMOTM TO ASTM A A A36. 1. ALL GROUND WIRE SHALL BE BARE COPPER #2 AWG UNLESS OTHERWISE NOTED. S ! 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE 4. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD- FORMED WELDED & SEAMLESS CARBON 2. ALL GROUND WIRES SHALL PROVIDE A STRAIGHT, DOWNWARD PATH TO GROUND WITH GRADUAL r f L n f w REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. STEEL STRUCTURAL TUBING GRADE A, OR ASTM A53 PIPE, STEEL BLACK AND HOT- DIPPED BENDS AS REQUIRED. GROUND WIRES SHALL NOT BE LOOPED OR SHARPLY BENT. ,p 1 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS ZINC- COATED WELDED AND SEAMLESS TYPE E OR 5, GRADE B. PIPE SIZES INDICATED ARE 3 . ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF GROUND RODS AND GROUND RING .d 1 EQUIPMENT AND TOWER AREAS. NOMINAL. ACTUAL OUTSIDE DIAMETER IS LARGER. WITH FOUNDATION AND UNDERGROUND CONDUIT_ te e, , ' 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, 5. CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AND CONSTRUCTED IN ACCORDANCE WITH 4. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE MASTER ISOLATION GROUND BAR SNOW OR ICE. THE NINTH EDITION OF THE AIDE MANUAL OF STEEL CONSTRUCTION. CONNECTIONS SHALL BE (MIGB) WITH #2 AWG BTCW, UNLESS OTHERWISE NOTED. EQUIPMENT CABINETS SHALL EACH HAVE PROVIDED TO CONFORM TO THE REQUIREMENTS OF TYPE 2 CONSTRUCTION UNLESS OTHERWISE DETAIL. (2) CONNECTIONS7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION6. CONNECTIONS SHALL BE MADE USING 3/4" DIAMETER ASTM A325 BOLTS (SNUG TIGHT OR SLIP . PROVIDE DEDICATED #2 AWG BTCW FROM EACH ANTENNA MOUNTING PIPE TO ASSOCIATED CIGBE 8. ALL EXISTING OINE FEWER, WATER, GAS, BEECT CRITICAL OR WELDS, UNLESS NOTED OTHERWISE. IF TENSION CONTROL BOLTS ARE USED. (TYPICAL FOR FOUR MOUNTING PIPES PER SECTOR). fj NGIN ER /LAND SURVEYOR DATE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND OTHER OVED AND // OR CAPPED, PIP PLUGGED INTERFERE CRITICAL) OR CONNECTIONS SHALL BE DESIGNED FOR SLIP CRITICAL BOLT ALLOWABLE LOAD VALUES. 6. ANTENNA GROUND KITS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE 7. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE IT IS A VIOLATION OF LAW FOR ANY WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND /OR LOCAL UTILITIES. WITH ASTM A153 "ZINC- COATING (HOT -DIP) ON IRON AND STEEL HARDWARE ", UNLESS OTHERWISE 7. COORDINATE NEW GROUND SYSTEM WITH EXISTING SITE GROUND SYSTEM. PERSON, UNLESS THEY ARE ACTING 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK SHALL BE GRADED TO A NOTED. 8. EACH SECTION OF CABLE TRAY, ICE BRIDGE AND ICE SHIELD SHALL BE CONNECTED IN A UNDER THE DIRECTION OF A LICENSED UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT FASHION TO PROVIDE A CONTINUOUS GROUND. PROFESSIONAL ENGINEER, TO ALTER THIS B. USE MINIMUM SIZE WELDS PER AISC SPECIFICATIONS OR AS SHOWN ON DRAWINGS. DOCUMENT. SPECIFICATIONS. 9 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 9. FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED GALVANIZED SURFACES SHALL BE H. STEEL, SELF-TAPING SCREWS AT ALL TWO- HOLE ENCLOSURES, PANELS, FRAMES, SE TERMINATIONS SHALL L E BOLTED, COMPRESSION AND WHERDYPE, WITH EXPOSED F OR STAINLESS REPAIRED WITH AN ORGANIC ZINC REPAIR PAINT COMPLYING WITH REQUIREMENTS OF ASTM A780. GROUNDING. F G F EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE GROUING. WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. GALVANIZING REPAIR PAINT SHALL HAVE 65 PERCENT ZINC WEIGHT, REVISIONS GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OWN O OR EQUAL. THICKNESS S O OF APPLIED 10. DO NOT USE METAL BRACKETS OR SUPPORTS WHICH WOULD FORM A COMPLETE RING AROUND 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE POCKET PCS GALVANIZING REPAIR PAINT SHALL BE NOT NOT LESS THAN 4 COATS (ALLOW FOR DRY TIME ANY GROUNDING CONDUCTOR. ALL CLAMPS AND SUPPORTS USED IN THE GROUNDING SYSTEM SPECIFICATIONS FOR SITE SIGNAGE. BETWEEN COATS) WITH A RESULTING COATING THICKNESS REQUIRED BY ASTM Al23 OR A153 AS SHALL BE NON CONDUCTIVE. APPLICABLE. 11. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH A COPPER SHIELD ANTI - CORROSIVE 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF AGENT SUCH AS T &B KOPR SHIELD. VERIFY PRODUCT WITH PROJECT MANAGER. WELDS. AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING 1 12/05/09 CONSTRUCTION FINAL PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION 12. ALL BOLTS, WASHERS, AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS Q 09/04/09 ISSUED FOR REVIEW PROCEDURES ". ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL STEEL. SOIL C 0 M PACTI 0 N NOTES FOR S LAB 0 N GRADE: CONFORM TO RISC AND DII WHERE FILLET WELD SIZES ARE NOT SHOWN. PROVIDE THE MINIMUM REV DATE DESCRIPTION SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ", 9TH EDITION. 13. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUS IN THE PANELBOARD. 11. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY UNISTRUT $. DESIGNED BY: KW SCALE: AND PLACE CRUSHED STONE AS REQUIRED. 1. EXCAVATE AS REQUIRED REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE PROJECT CORP., WAYNE, MI OR EQUAL. STRUT MEMBERS SHALL BE 1 -5/8" X 1 -5/8" X 12 GA, UNLESS 14. GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALLIC COMPONENTS WITH #2 DRAWN BY: JRK OTHERWISE NOTED, AND SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND ERRS. 2882.127 AS NOTED CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. CHECKED BY:TAV /RF 2. COMPACTED SUB-BASE BE UNIFORM AND LEVELED. 6" MINIMUM CRUSHED STONE OR 12. GROUT SHALL BE NON METALLIC, NON SHRINK PREPACKAGED GROUT WITH A MINIMUM GRAAVEL VEL COMPACTED DA ED IN N } 3" " LIFTS. COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. GROUT SHALL BE FIVE STAR GROUT AS 15. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES. SITE NAME; 3. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING MANUFACTURED BY FIVE STAR PRODUCTS, FAIRFIELD, CT OR APPROVED EQUAL. JACK COMPACTOR. 16. GROUND SYSTEM SHALL BE TESTED AND HAVE A RESISTANCE OF 5 OHMS OR LESS. 13. WHERE ROOF PENETRATIONS ARE REQUIRED, THE CONTRACTOR SHALL CONTACT AND COORDINATE 4. SOIL STABILIZATION FABRIC SHALL BE MIRAFI 600X OR EQUAL. RELATED WORK WITH THE BUILDING OWNER AND THE EXISTING ROOF INSTALLER. WORK SHALL BE SPMA0073B PERFORMED IN SUCH A MANNER AS TO NOT VOID THE EXISTING ROOF WARRANTY. NORTHAMPTON, MA SITE ADDRESS: 30 LOCUST STREET NORTHAMPTON, MA 01061 DRAWI TITLE: GENERAL NOTES DRAWING NO: • GN -1 'k / z C � / r SMART` WIRELESS viv j ,,vid ! AY/ ^ ` ^ u Pocket Communications PocketTM A\s% /� 1 Federal Street pu ; 1 Building �10 Springfield, MA A 0 01105 GP SMART WIRELESS t� _ MIX TON SAXTON TECHNOLOGY. INC. BAY STATE Z DESIGN SPMA • i • 7311 ' 0 _CY U I BAY STATE DESIGN. INC. 3 rchitectnineers L S CUST STREET V / A 01755 2.F o x �` 241 Boston Post Rd. West Phone: 508- 229 -4100 • \ �1' MorlboroNgh, MA 01]52 fox: 508 -485 -5321 \� / �"° ' _ Copyright C 2009 Bay State Design, Incorporated IN O' !. T i./ I [ P T "•I , \ B ,ICI I�1 ,I �' ✓ 0 � A D ;I PROJECT SCOPE VICINITY MAP (NOT TO SCALE) CODE COMPLIANCE SHEET INDEX ` / a j t 1. BUILDING CODE: SHEET DESCRIPTION 6� E P. THE PROPOSED SCOPE OF WORK GENERALLY ENTAILS THE 'j " `^ \ �L "', INSTALLATION OF: /' IN MASSACHUSETTS STATE BUILDING CODE T - TITLE SHEET ;v e . 1 —7TH EDITION. GN -1 GENERAL NOTES i 1. TELECOMMUNICATIONS ANTENNAS, COAX, ICE BRIDGE OR CABLE TRAY, RADIO & PPC CABINET INCLUDING THE NECESSARY UTILITIES. ;f 2. ELECTRICAL CODE: A - SITE PLAN v'32( NEC -2008. A -1 ROOF AND EQUIPMENT LAYOUT PLANS a 0 (3) PROPOSED PANEL ANTENNAS MOUNTED TO 2. A TOTAL OF 3 �. " A, A -2 EAST ELEVATION THE EXISTING STRUCTURE. __ ° ms s *�' s' EN WEER /LAND SURVEYOR DATE _. ST 2P / � PILGRIM DR A -3 CONSTRUCTION DETAILS z Y 3. ELECTRIC & TELCO SHALL BE ROUTED ABOVE OR S-1 STRUCTURAL DETAILS IT IS A VIOLATION OF LAW FOR ANY UNDERGROUND TO THE PROPOSED EQUIPMENT IN ACCORDANCE ` 0Y'K+NSCN , , - - PERSON, UNLESS THEY ARE ACTING WITH LATEST NEC EDITION ADOPTED BY LOCAL AUTHORITIES. `:- s{ E - 1 POWER AND GROUNDING RISER DIAGRAMS AND DETAILS UNDER THE DIRECTION of A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. -. /. REVISIONS PROJECT SUMMARY SITE ' Eo Y° PROJECT INFORMATION APPROVALS 4 I ? 4 : APPLICANT / LESSEE .0 0 1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY LANDLORD: QRQ; 2/05/09 CONSTRUCTION FINAL - CONSISTING OF BTS EQUIPMENT AND PANEL ANTENNAS. YOUGHIOGHENY COMMUNICATIONS NORTHEAST, LLC. 0 09/04/09 ISSUED FOR REVIEW D /B /A POCKET COMMUNICATIONS \'', 2. ALL ITEMS SHOWN HEREON ARE EXISTING UNLESS OTHERWISE _ _ REV DATE DESCRIPTION 1 FEDERAL STREET, BUILDING #111 NOTED. SPRINGFIELD, MA 01105 ' ;\ CONSTRUCTION MANAGER: PROJECT #: DESIGNED BY DM SCALE: CENNION 3. THIS IS AN UNMANNED FACILITY. THE SITE WILL CREATE NO DRAWN BY JRK PROPERTY INFORMATION ? TRASH, THUS REQUIRES NO DUMPSTER. 2882.127 AS NOTED CHECKED BY:TAV /RF SITE ADDRESS: 30 LOCUST STREET ==.,3tn 4. DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO ALL - s�TrneNArc: APPLICABLE CODES AND ORDINANCES. NORTHAMPTON, MA 01061 4,,, . ' =, RF ENGINEER: ' 5. EMERGENCY POWER SUPPLY IS A CELL PACK BATTERY SOURCE PROPERTY OWNER: COOLEY DICKINSON HOSPITAL, INC. - ,•= AND NOT A FLAMMABLE LIQUID SOURCE. SPMA0073B 30 LOCUST STREET ' 6. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS NORTHAMPTON MA NORTHAMPTON, MA 01061 I LOCATION. BUILDING OWNER: COOLEY DICKINSON HOSPITAL, INC. SITE ACQUISITION AGENT: 30 LOCUST STREET 7. THE POCKET COMMUNICATION MAINTENANCE CREW (TYPICALLY NORTHAMPTON, MA 01061 ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER DRIVING DIRECTIONS MONTH AT ONE HOUR PER VISIT. — — _5ITF ADDRESS: POCKET COMMUNICATIONS SHANE MCGOWAN 8. FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, CONSTRUCTION MANAGER: FROM POCKET OFFICE: HANDICAPPED ACCESS NOT REQUIRED. 30 LOCUST STREET NORTHAMPTON, MA 01061 STRUCTURE TYPE: ROOF TOP START OUT GOING SOUTHEAST ON FEDERAL ST TOWARD STATE ST. TURN RIGHT ONTO STATE ST. TURN RIGHT AT E COLUMBUS AVE MERGE ONTO I -91 N VIA THE RAMP ON THE LEFT TO DRAWING nn F: US -20 /HOLYOKE /I- 291 /MASS PIKE. TAKE EXIT 18 US -5. CONTINUE TO FOLLOW US -5. TURN GENERAL CONTRACTOR NOTES COORDINATES: LATITUDE: N 42' 19' 49.93" LEFT ONTO MOUNT TOM ROAD /US -5. FOLLOW TO MAIN ST. TURN LEFT ONTO MAIN ST. FOLLOW TO LONGITUDE: W 72' 39' 12.44" ELM ST. LOCATED LEFT LEFF ONTO ELM ST. FOLLOW TO LOCUST ST. TURN LEFT ONTO LOCUST STREET. E TITLE SHEET UNDERGROUND DO NOT SCALE DRAWINGS SERVICE ALERT CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DRAWING NO CALL TOLL FREE DIMENSIONS AND CONDITIONS ON THE JOB SITE AND \ 1-888-DIG-SAFE CALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE THREE WORKING DAYS BEFORE YOU DIG WORK. - s l DEC -21 -2009 MON 12:45 P11 CSOFB LLC FAX MO, 203 481 1135 F. 02 1 ti.j CON TRUCT ION SERVICES of Branford, LLC 12/2. 1/0"; ae,A, t cA--- ..Q.4,- '3.. a, , . 1 f(1 a-Cce X aD )1 i st_eQ..c.x..A.12.4 blc__4(k,13r."-, 44e)spr1/4-eti) IA_ t-.3 tr) f2.0.0 ne----Q- - 1 c-) (1)c,eita-4 ackeinier_v (__-) A ; r c L.2to i s 1 ( crzc..)-Q 1 ■ i . (: UJ42. an S \rs - . Q \ Y - ‘ L,L)0 6 It k cu aJ t -(- tk2 a I's an telei tu..Q.:2_ 6.4( 1 ti,e- ,,-0-e,s2.. ornaAn+ cry k•(._ 0. • is c), post. ,Itch -- r Lica i iopfinA.- -- y r 1 b r %A- 'u.-Q- 1f nom.. yr r - . 0 ► ,, c c (203) -0712 • FAX (203) 481 -1135 • 1.800- 870 -0108 83.3 North Branford Rd. Branford, CT 06405 -2848 www.csofb.com DEC -21 -2003 MON 12:46 PM CSOFB LLC FAX HO. 203 481 1135 P. 04 ACM., E • IFICA OF LiABILi ik NSU i ' NCB D T o 9 n`") PRODUCER (751) 6: 1 -6656 FAX: (781) 691 -6686 This CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Ariscso3,1 " ®nalr, Inc, ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 93 /Ancestor • irele ALTER .L. _ OVERAGE AFFORDED 6 E POUCI . BELOW. P.O. Box 9120 Norwell MA 02061 U' _.ft5AFFORDING COVERAGE _ 101111111111111 I$SURED I • .R A: 14bert 8u -lus Ina . Co Maxton Techno ogy Ina, 1 - Br The E- .1 . ers Fire Ins 50 Eastman St •Eva ,ativna1 114uaermUnitdd States Fire Ins. South Easton MA 02375 IHELREA E.Ace Americ en Insurance 4 c 7f THE POLICIES • IN - 0E4.4 TED BELOW MAVf:. BEEN ISSUED TI6E INSURED NAMED ABOVE F• THE POLICY PERIOD INOICATEO• NCTWITMSTANCING ANY - REQUIREMENT, TERM • _ COMDIFdON rOa MY Co COKTRACT OR OTHER DOCUMENT Wf17i RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFF • - •E0 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CCNDITiGNS OF SUCH POLICIES. PO ICY - -- - CTIVX POLICY EXPIRATION ,: a, - ' F I POL .■ j . Y_ ...:. GATE I,., ' . UNITS MINERAL L NJTY ,- - 1, 000, 000 © cane LM. CENERA L DAMAO; TO RENTED $ 2 000, 00d A. 1111111 c I x� occus 1SBSO402B 5/15/2009 5/15/2010 _ U $ 5,000 III PIWIMR/PRIMs 1,000,00' - _ •_, s 2 000,000 GEM AoL9R =cA E LIMIT APPI.IR$p &R' A� t I�Ir,.+ra .:r:c•ns `2 000 OO l (_°i P IIIIIIIIIIIII O I X P ,r14 AUTOMOSR.E LABILITY CO WNW SINGLE LILET ANY tEa,a) a 1,000,000 111 B all ALLOW DAUTOS 390000525 5/15/2009 1 5/15/5010 itor INjugy - SCHEE ED AUTOS (PSr Wrcan) $ I HIM D3 MELT .Y p44JRY • • ., ED AUTOS {Par ecotone) PROP 4m' DAIaAC3 1111111111111 CPU acCielaltq II GARAGs LUA ILITY . • .,., u. .E1111/1M$ ANYA 0 OTHERTHAN . _.. III AUTO ONLY: Amd EXCRSSAIN • ELLA LIABILITY . , t g 000,000 Q OCCUR Li come NAL* ,, ; - 6 000,000 C III DED US 71C9000137091 5/15/2009 5/15/2010 D WORKERS CON ' T1ON AND .1. IIIM 1111 EMPLOYERS' : TY ANY PROPRIETO-. RTRERlEXECI,irlVR ., 1, 000 , 000 OPPICERNEPMER xCLUOED7 4oB5979137 5/15/2009 5/15/2010 �� Ov � E =. 1 000,000 S Es. AL Pdloa . • J. 000,000 Z OTTER Profs sional cb4p 3S947S58o3 5/13/2004 5/15/2010 62,aDo, a Each CILIA Liam ity ez.oaa,oao Agcrs9n DESCRIPTION OF OPE' ONSI OCATIONaNEH CLP.a18XCLUSIONS APPEA SY ENDORSEMENT /SPECIAL PROVISIONS Notice o'f o>snan anion provision is 30 days, except 10 days applied for non - payment of premium. Evidence of insurance for work pert° 4 within the insureds soups of normal business operations. CERTIFI E HOWDE CANC, _ ,T1 • -- ---- SHOULD ANY OP THE ABOVE DESCRIBED POLICIES 1iS CANCEI REPORT THE Cv'iderioa of In.aurance EXPIRAT1o*4 DATE THEREOF, THE ia1UIN0 iiiswerR will. ENDEAVOR TO FMR. 30 PAYS MITTEN NOTICE To THE CERTMICAYS NOL1lER MEOW TO THE LEFT. 'SUT FAILURE TO PP 50 3NALL aIPOSC NO OBLIGATION OR LIASIUTY OF ANY KIND UPON THE tasunEN,risAsino REPRESERTATNES, —_ -- AUTHORIZED REPRESENTATIVE Dennis 1:ir1. 2CD11 /47M't' - - .v..:L.r...f , .r . C;;f - ACORD 25 (2001109) ��� t ACORD CORPORATION 190 DEC -21 -2008 MON 12:45 PM CSOFB LLC FAX NO. 203 481 1135 P. 03 .00....adi get,040604 Semi or &M Retd dons sad Standar* +edan Supmvloor Ucsnse WWI*: Cs 08703 llkOldat: 1009887 ikmenn: 1002008 Ts# 5154 RestritOoA: 00 KEVIN CUNNINGHAM 29 HALE RD STOW, MA D1776 ACORD„ CERTIFICATE OF LIABILITY INSURANCE I DATE(MM /DD /YYYY) 6/3/2009 PRODUCER (781) 681 -6656 FAX: (781) 681 -6686 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Driscoll Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 93 Longwater Circle ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 9120 Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Liberty Surplus Ins. Co Maxton Technology Inc. INSURER B: The Employers' Fire Ins 50 Eastman St. INSURER C: Everest National INsuRERD:United States Fire Ins. South Easton MA 02375 INSURER E: Ace American Insurance COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR POLICY TYPE OF INSURANCE POLICY NUMBER TE (MM /DDY) DATE (MM /DD/Y ) INSRD A /Y I TR INSRD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREM SES occurrence) $ 2,000,000 A CLAIMS MADE X OCCUR DGLB0188804028 5/15/2009 5/15/2010 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 - I POLICY I X . I ( 1 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT X I ANY AUTO (Ea accident) _ $ 1,000,000 B ALL OWNED AUTOS 390000526 5/15/2009 5/15/2010 BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS /UMBRELLA LIABILITY EACH OCCI)RRENCF $ 6,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 6,000,000 C DEDUCTIBLE 71C8000137091 5/15/2009 5/15/2010 $ X RETENTION $ 0 $ D WORKERS COMPENSATION AND WC STATU- OTH X TORY LIMITS ER EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? 4086979137 5/15/2009 5/15/2010 1,000,000 E.L. DISEASE - EA EMPLOYEE $ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 E OTHER professional COOG23899255003 5/15/2009 5/15/2010 $2,000,000 Each Claim Liability $2,000,000 Aggregate DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS Notice of cancellation provision is 30 days, except 10 days applies for non - payment of premium. Evidence of insurance for work performed within the Insureds scope of normal business operations. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Evidence of Insurance EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Dennis Driscoll /JMT ACORD 25(2001/08) © ACORD CORPORATION 1988 uronoe ......... ..... .,....,,, STA J'E OF CON1V' EC I 1 C Li T , 1) €- ,Ii*AR E NT Off (ONSL' NI E R I' R 0 T E C T 10?\ ;65 Capititl Avenue + Hartford Connecticul 06l06 att ached is your Major Contractor Registration. This registration is not transferable. Questions ; r cx,arding this registration can be directed to the Occupational Licensing Division at (86o) 713-6135 or LI via entail at ctccjirotrad.hs6i,ct.goY. Visit our web site at titt-w.i<t4 o1' /dcp to verify licensure and download applications. t*".tlilioWtiAedr:rl ''''-'-' k .� "� EPARR r: O `S - �, .a• MAJOR CONTRACTOR MAXTON TECHNOLOGY INC MAXTON TECHNOLOGY INC 50 EASTMAN STREET 50 EASTMAN STREET SOUTH EASTON, MA 02375 SOUTH EASTON, MA 02375 LIC. / REG NO EFFE IVE 1 EX , ',PEE MCO.0901779 i 07/01/2009 i 06/30/2010 SIGNED ` 7� +: "Ldx �� �t tJ t x , w.Y ► ' -; l , Y 'r{.- t y . y .13 � -,.. t ' ► '+.w h 'fa _ I - ? tTa f Y � 'x ' ` J L' .? L i ,p. l ,• :g 1 A§,3,,,,, 1 - ., 7 k' ".e.,:;;;?,, : k•• a r �" - M v te;• I ',,411:,,::,1,, aC n �^ 9��a `- STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PRO'rECT!OT . ',..i:.61, Be it known that c„, ': i MAXTON TECHNOLOGY INC 2 , 50 EASTMAN STREET . ti t SO SOUTH EA STON, MA 02375 a W - =- tp -, i is certified by the Department of Consumer Protection as a ` w ; MAJOR CONTRACTOR 4, t Registration # MC0.0901779 N--,-:_ IN Effectivc: /01/2009 Expiration: 06/30/2010 (-,,,,A: Jeer} Ferrell, Jr CunvIIISSi I L f 1 4 I 'C 1 / !� i , � ' 'r � r+ l t t°✓ '' / / -1 ! /7h' ( 75 � ,` 7 ,j,M h / t �a 7 .. %'a "/ f t � l j 7 t l +f -. l+,F ? � � r Z• :° ., ( Ge" : , . Rr y ,, _ irl , Xip.,,, ' •� !� , , ' ; 4i �1 n, ,�`` Y 4 ' ,- 4.1 ..x.l t a. -po,. �+eS` ., `y, , :: * , ' �,`�; 1 1^�+�'�+w- �'f1:",.;:�._r�tL� -:� • lt' ! f� :s ".� -i- �� � - [Z� •""'�.: + •�•+"+c;ee'�. 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 C SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT .dorm welch I A ( (d?(AL4' 0t - fEAC..-r f, T , as Owner of the subject property hereby authorize I heir,es. Vi-QJ ._. to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date / �,,,� ( 064 . 11)0.1 ;:LA.)— �1 j r' , 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. P 0( • Print Nam ✓ ` _ • ') , Signature o •wn er /gent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction ; ��-' Supervisor: ( M Not Applicable `� ❑ n/, / � f Name of License Holder : — c « O L�' 1 V L1.� �%I3`C3 !d3 ' Me (.4 )( ) Xy License Number Address Expiration Date Signature Telephone SECTION 13 - WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No 0 446 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): BrA.A Q.47 �� (' / R • a A Kaiak �� ✓� � rwc.Ks ,v1c S Name Area of Responsibility Address Registration Number Signature v 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 ci 6 CQ C /"Y t. j-j Not Applicable ❑ Company Name: Responsible In_ Charge of Construction s Addres� , .03 , GA • GOU Signa . Telephone Versionl.7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be tilled in by Building Department Lot Size ' Frontage flu Setbacks Front Side L: R: L: R:! Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved parking) # of Parking Spaces Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES 0 IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO 9 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 0 , Date Issued: C. Do any signs exist on the property? YES CD NO IF YES, describe size, type and location: - -- \j ck.z.lA r any proposed changes to or additions of signs intended for the property ? YES NO D. Are there y p p g g P P Y 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 0 NO (}D/ IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Versionl.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 1:1 Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing El Change of Use El Other ❑ Brief Description Enter a brief description here. ?■c-<c_..a___ Of Proposed Work: A kx n\ SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -1 El A -2 El A -3 El 1A I ❑ A -4 El A -5 ❑ 1B I ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 El 2C ❑ H High Hazard El 3A ❑ I Institutional ❑ I -1 El 1 -2 El 1 -3 El 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 El R -2 El R -3 El 5A ❑ S Storage ❑ S-1 El S-2 El 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: c{cC C� = (\J211C.( h n C,q S Special Use ❑ Specify: (J 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) 1St 1 st 2nd 2 nd 3 3 rd rd 4 4 Total Area (sf) Total Proposed New Construction (sf) Total Height (ft) Total Height ft 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone❑ Municipal El On site disposal system El Versionl.7 Commercial Building Permit May 15, 2000 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413 - 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 =-- - - ---- `This section to be completed by office 1.1 Property Address: hoO-Lc+ th - 0 Cr 1 Map2Cc9 Lot Unit kf- I „Y tk, I CO. C Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: DOUAI _ � 5 !' r 4.> C,t t, rtinari �' 114 Name (Print) Current Mailing Address: H13 533 aatto Signature Telephone 2.2 Authorized Agent: iL9(k P,nUA ' :C IP3 3 A). 42) P a , �' � Z ) O(P Name (Print) Current Mailing Address: i X 3 1_0o d al Signature � ` ✓�- -' Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building S D( (a) Building Permit Fee Vl 1 ODD 2. Electrical (b) Estimated Total Cost of \OL-1 , Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection JAC° 6. Total= (1 +2 +3 +4 +5) `7 Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date • t • Planning - Decision City of Northampton • Hearing No PLN -2010 -0021 Date: November 20, 2009 Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to Grant , .. Francis Johnson votes to Grant George Kohout votes to Grant Kenneth Jodrie votes to Grant MOTION MADE BY SECONDED BY VOTE COUNT: DECISION: Francis Johnson Katharine G. Baker 8 Approved MINUTES OF MEETING: Available in the Office of Planning & Development. I, Carolyn Misch, as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I certify at a copy of this decision has been mailed to the Owner and Applicant el. jilt 6 I I A — Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt 40A, Section 17 as amended within twenty (20) days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. IR ECEng NOV 2 0 2009 CITY CLERKS OFFICE NORTHAMPTON, MA 01060 December 11, 2009 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision the Northampton Planning Board was filed in the Office of the City Clerk on November 20, 2009, that twenty days have elapsed since such filing and hat no appeal has been filed in this matter. fig,,,,,,60,..._. Attesa':' ' City Clerk City of Northampton GeoTMS® 2009 Des Lauriers Municipal Solutions, Inc. Planning - Decision City of Northampton Hearing No.: PLN -2010 -0021 Date: November 20, 2009 APPLICATION TYPE: SUBMISSION DATE PB Intermediate Site Plan 10/26/2009 Applicant's Name: Owner's Name: NAME: NAME: Pocket Communications COOLEY DICKINSON HOSPITAL INC ADDRESS: ADDRESS: Ma47 Washington Rd. 30 LOCUST ST TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: Scotia NY 12302 NORTHAMPTON MA : 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413) 582 -2216 0 (413) 582 -2955 EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: - -_n _ COMPANY NAME: 30 LOCUST ST M(99) /URB(1) //WP _- .. TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved MAP: BLOCK: LOT: MAP DATE: SECTION OF BYLAW: _- 23B 046 001 Chpt350- 10.9: Telecommunications and TOWN: STATE: ZIP CODE: Book: Page: Personal Wireless Facilities 2485 335 PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK ADD 3 ANTENNAS TO EXISTING & 1 CABINET IN BASEMENT HARDSHIP: CONDITION OF APPROVAL: FINDINGS: The Planning Board approved the installation of antennas on the existing buildings at the hospital on the information submitted with the application: The Board determined that the following site plan criteria had been met: 1. The requested use protects adjoining premises against seriously detrimental uses. The panels will be attached in a location and camaflouged in such a way as to be only slightly visible. 2. The requested use will not have an effect on convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, roads in the area. 3. The requested use will have no effect on the relationship of structures -and open spaces to the natural landscape, existing buildings and other community assets in the area because the antennas will be located so as not to interfere with other panels. and 4. The requested use will not overload, and will mitigate adverse impacts on, the City's resources including the effect on the City's water supply and distribution system, sanitary and storm sewage collection and treatment systems, fire protection, streets and schools. No city services are required. 5. The requested use meets any special regulations set forth in the Zoning: Ordinance in section 350 -10.9. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 10/22/2009 11/5/2009 i" 11/26/2009 REFERRALS IN DATE: HEARING DEADLINE DATE; HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 10/29/2009 12/30/2009 11/12/2009 11/26/2009 12/10/2009 FIRST ADVERTISING DATE: HEARING DATE: - VOTING DATE: _ DECISION DATE: - 10/29/2009 11/12/2009 11/12/2009 2 : 11/20/2009 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 11/5/2009 7 :20 PM 2/10/2010 - 2/10/2010 MEMBERS PRESENT: VOTE: Marilyn Richards votes to ,Grant Katharine G. Baker votes to Grant GeoTMS® 2009 Des Lauriers Municipal Solutions, Inc. File # BP- 2010 -0404 APPLICANT /CONTACT PERSON MAXTON TECHNOLOGY INC ADDRESS /PHONE 241 BOSTON POST RD N MARLBOROUGH (518) 986 -3390 PROPERTY LOCATION 30 LOCUST ST MAP 23B PARCEL 046 001 ZONE M(99)/URB(1) / /WP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 738 /0 /6° Fee Paid ``""(( ' Typeof Construction: ADD 3 ANTENNAS TO EXISTING & 1 CABINET IN BASEMENT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 69611 3 sets of Plans / Plot Plan THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF( MATION 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 V ' 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 c ,...-vo-- , /V-....---4--Q i 21z3/0y Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. 30 LOCUST ST BP- 2010 -0404 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 230'- 046 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit # BP- 2010 -0404 Project # JS- 2010 - 000543 Est. Cost: $25000.00 Fee: $ 150.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: MAXTON TECHNOLOGY INC 88703 Lot Size(sq. ft.): 1325051.64 Owner: COOLEY DICKINSON HOSPITAL INC Zoning: M(99)/URB(1) / /WP Applicant: MAXTON TECHNOLOGY INC AT: 30 LOCUST ST Applicant Address: Phone: Insurance: 241 BOSTON POST RD N (518) 986 - 3390 WC MARLBOROUGHMA01752 ISSUED ON:12/23/2009 0:00:00 TO PERFORM THE FOLLOWING WORK:ADD 3 ANTENNAS TO EXISTING & 1 CABINET IN BASEMENT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/23/2009 0:00:00 $150.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo