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05-001 (8) ELECTRICAL SPECIFICATIONS 1.) SCOPE OF WORK 5. ALL GROUNDING AND BONDING SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE WITH SERVICE VOLTAGE. PHASE AND FREQUENCY. LABEL ALL FEEDERS WHERE THEY S STRUCTURAL A. THIS CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, OVERTIME, EQUIPMENT, MANNER AND SHALL BE AS INCONSPICUOUS AS POSSIBLE. ALL WORK EXPOSED PASS THROUGH PULL BOXES WITH PERMANENT TAGS. EMBOSSED PLASTIC TAPE TOOLS, APPLIANCES, SERVICES, HOISTING, SCAFFOLDING. SUPERVISION AND TO MECHANICAL DAMAGE SHALL BE PROTECTED IN AN APPROVED MANNER. ALL LABELS SUCH AS OYMO- MARKER" OR SIMILAR WILL NOT BE ACCEPTED OR APPROVED. C CONSULTING OVERHEAD FOR THE FURNISHING AND INSTALLING OF ALL THE ELECTRICAL AND GROUND SCREWS ANO BUSHINGS SHALL BE MADE TIGHT. RELATED WORK COMPLETE, IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, 6. THE PROVISION OF A FULLY -WIRED GROUNDING SYSTEM DOES NOT RELIEVE THE 10.) TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: CONTRACTOR OF HIS RESPONSIBILITY FOR PROVIDING CONTINUITY OF THE S SERVICES, P.C. METALLIC RACEWAY SYSTEM. THE METALLIC RACEWAY SYSTEM SHALL BE A. ALL CIRCUITS SHALL BE TESTED FOR UNWANTED GROUNDS AND PROPER PHASE 1 1. NEW PANELBOARDS AND SERVICE (UNDER GROUND). ASSEMBLED AND BONDED TOGETHER TO FORM A CONTINUOUS PATH FROM THE RELATION. 2. JUNCTION AND OUTLET BOXES COMPLETE WITH COVERS, SWITCHES, RECEPTACLES MOST REMOTE OUTLET. B. THE CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL TO CONDUCT AND /OR TO 67 FEDERAL ROAD, SUITE A8, BROOKFIELD, CT 06804 AND ANY OTHER WIRING DEVICES AND SPECIAL COVERPLATES. 7. ALL GROUNDING WIRES, EXCEPT AS OTHERWISE SPECIFIED OR INDICATED ON THE ASSIST THE CLIENT'S REPRESENTATIVE TO CONDUCT OPERATING TESTS AT THE TEL: 203.740.7578 FAX: 203.775.5670 3. WIRING OF MOTORS, STARTERS, AND MECHANICAL EQUIPMENT AND OTHER SPECIAL DRAWINGS, SHALL BE SIZED IN ACCORDANCE WITH THE RULES OF THE NATIONAL COMPLETION OF THE WORK. EQUIPMENT AS INDICATED. ELECTRICAL CODE (NEC) ARTICLE 250. C. ALL MOTORS AND ROTATING EQUIPMENT SHALL BE TESTED FOR PROPER ROTATION. 4. CONDUIT, CONDUIT FITTINGS, OUTLET BOXES, JUNCTION AND PULL BOXES, 8. FOR CONNECTION TO THE GROUNDING SYSTEM, THE CONTRACTOR SHALL FURNISH D. FIRE ALARM SYSTEM: COMPLETE OPERATION TEST WITNESSED BY THE LOCAL FIRE CLIENT TROUGHS, WIREWAYS, TRANSFORMERS AND PANELBOARDS AND ALL AND INSTALL A GROUND LUG WELDED TO THE INTERIOR OF EVERY METALLIC BOX. DEPARTMENT PERSONNEL. APPURTENANCES NECESSARY FOR ELECTRICAL RACEWAY SYSTEMS, INCLUDING CABINET, HOUSING OR ENCLOSURE WHICH IS FURNISHED UNDER THIS OR ANY NECESSARY SUPPORTS AND FASTENERS. OTHER SECTION OF THE SPECIFICATIONS. 5. INSULATED CONDUCTORS COMPLETE WITH SPLICES AND CONNECTIONS, INCLUDING 9. EACH STEEL BOX SHALL BE CONNECTED BY THE USE OF A GROUNDING BUSHING Sprint` CONNECTORS AND CONNECTION LUGS. ON RIGID CONDUIT. O-Z. TYPE RLG. 6. GROUNDING AND BONDING SYSTEM AS INDICATED AND IN ACCORDANCE WITH THE CLIENT'S STANDARD. 7.) MATERIALS 7. HOLES AND SLEEVES FOR CONDUITS PASSING THROUGH WALLS, FLOORS AND PARTITIONS AND FIRE PROOFING. A. CONDUIT: wfth NEXTEL 8. TAGGING AND IDENTIFYING ALL EQUIPMENT AND DEVICES WITH NAMEPLATES. 9. FIELD TESTS OF ALL EQUIPMENT AND ITS OPERATIONS AS SPECIFIED. 1. MINIMUM SIZE OF CONDUIT SHALL BE 3/4" UNLESS OTHERWISE INDICATED ON 1 NORTH B'WAY, WHITE PLAINS NY 10. CUTTING AND PATCHING AS REQUIRED FOR INSTALLATION OF ELECTRICAL WORK. THE DRAWINGS OR SPECIFIED. 11. TEMPORARY POWER AND LIGHT AS REQUIRED. 2. LOCKNUTS SHALL BE HEAVY GAUGE SHEET STEEL TYPE WITH A PLATED CORROSION - RESISTANT COATING. 2.) MATERIAL AND WORKMANSHIP 3. BUSHINGS SHALL BE MALLEABLE IRON INSULATED TYPE WITH A CADMIUM COATING. 4. FEEDERS RUN INTERNAL TO BUILDING SHALL BE RUN IN ELECTRICAL MAGNETIC A. GENERAL: TUBING (ENT). 5. EXTERIOR CONDUIT SHALL BE HOT DIPPED RIGID GALVANIZED STEEL THREADED 1. THE WORK PERFORMED SHALL BE "FIRST -CLASS WORK" IN EVERY RESPECT. CONDUIT, MINIMUM SIZE 3/4 ". ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. ELECTRICIANS SHALL BE SKILLED IN THEIR RESPECTIVE TRADES, WHO SHALL B. SLEEVES: SLEEVES THROUGH FIRE RESISTANT WALLS AND CEILINGS SHALL BE AT ALL TIMES BE UNDER THE SUPERMSION OF COMPETENT PERSONS. COMPLETELY PACKED WITH NON - COMBUSTIBLE FIRE STOP MATERIAL RATED FOR THE 2. WORK THAT 15 SLIPSHOD, POORLY LAID OUT. NOT PERFECTLY ALIGNED, OR THAT PARTICULAR WALL BEING PENETRATED. IS NOT CONSISTENT WITH THE REQUIREMENTS GENERALLY ACCEPTED IN THE TRADE FOR "FIRST -CLASS WORK" SHALL NOT BE ACCEPTABLE. C. WIRE AND CABLE: 3. IN ADDITION TO THE MATERIALS SPECIFIED ELSEWHERE, ALL OTHER MISCELLANEOUS ITEMS NECESSARY FOR THE COMPLETION OF THE WORK SHALL 1. ALL WIRE AND CABLE SHALL HAVE SOFT ANNEALED COPPER CONDUCTORS WITH BE FURNISHED AND INSTALLED BY THE CONTRACTOR TO THE EXTENT THAT ALL 600 VOLT INSULATION, AND SHALL BE LISTED AND APPROVED BY UNDERWRITERS' SYSTEMS BE COMPLETE AND OPERATIVE. LABORATORIES, AND SHALL MEET ALL SPECIFICATIONS OF THE IPCEA -NEMA 4. ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION SHALL BE NEW STANDARDS. AND LISTED AND /OR LABELED BY THE UNDERWRITERS' LABORATORIES, INC., 2. ALL WIRE FOR GENERAL USE, UNLESS SHOWN OR SPECIFIED OTHERWISE, SHALL SEAL FOR THE APPLICATION, UNLESS OTHERWISE SPECIFIED HEREIN. MATERIALS, BE TYPE THWN. WIRE #10 AWG AND SMALLER SHALL BE CONSISTENTLY COLOR MATERIAL SIZES AND METHOD OF CONSTRUCTION NOT SPECIFIED SHALL BE AT CODED THROUGHOUT BY MEANS OF COLORING APPLIED TO THE OUTER COVERING LEAST EQUAL TO OR BETTER THAN THE STANDARDS AS LISTED BY THE TO INDICATE PHASE AND NEUTRAL. ALL OTHER WIRES AND CABLES SHALL BE ' y GROUND UNDERWRITERS' LABORATORIES, INC., AND /OR THE REQUIREMENTS OF THE LAWS, COLOR CODED BY APPLICATION OF A BAND OF APPROPRIATELY COLORED PLASTIC ' "I CONDUCTOR REGULATIONS AND CODES MENTIONED HEREINAFTER. DEFECTIVE MATERIALS OR TAPE APPLIED OVER THE JACKETS AT EACH OUTLET, JUNCTION, PULL AND 01 O O 1 MATERIALS DAMAGED IN THE COURSE OF INSTALLATION OR TESTS SHALL BE TERMINAL POINTS. THE COLOR CODING FOR WIRING SHALL BE: ,r. REPLACED OR REPAIRED IN A MANNER MEETING WITH THE APPROVAL OF THE 120/208V 277/480V GEM t r \ z OF i. 6i OWNER. PHASE A BLACK BROWN RI® 5. ALL WORK UNDER THIS SECTION SHALL BE PERFORMED IN COOPERATION WITH THE PHASE B RED ORANGE WORK BY ALL OTHER CONTRACTORS AND SUBCONTRACTORS ON THE PROJECT, IN PHASE C BLUE YELLOW - " ORDER TO AVOID INTERFERENCES AND TO SECURE THE PROPER INSTALLATION OF NEUTRAL WHITE GRA E ` � ALL WORK. THIS CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS GROUND GREEN GREEN _ 4 COVERING THE WORK TO BE PERFORMED UNDER ALL SECTIONS, SO THAT HE 3. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG SIZE UNLESS UNDERSTANDS THE RELATION AND EXTENT OF THE WORK OF THIS SECTION WITH OTHERWISE NOTED, U.O.N.. SOIL s• - $ z RESPECT TO THE WORK OF THE OTHER SECTIONS. THE DRAWINGS ARE TO BE 4. GROUND WIRE AND CABLE SHALL BE COPPER CONDUCTORS. CONSIDERED SCHEMATIC IN NATURE AND ONLY INDICATE THE GENERAL ® ® / f^ / iris all ARRANGEMENT AND APPROXIMATE LOCATIONS OF THE EQUIPMENT AND WORK D. CONNECTORS FOR WIRE AND CABLE: 1 . / INCLUDED. ' COM 6. ALL WORK SHALL BE COORDINATED WITH THE BUILDING MANAGEMENT AND SHALL 1. WIRE AND CABLE CONNECTORS SHALL BE SOLDERLESS, MECHANICAL, SOLID MEET ALL THE CLIENT'S STANDARDS WHERE APPLICABLE. ALL MATERIALS USED COPPER OR COPPER ALLOY TYPES. CONNECTORS SHALL BE BUCHANAN /' ® SUCH AS CONDUIT, WIRING, LIGHT FIXTURES, WIRING DEVICES, ETC. SHALL ELECTRICAL PRODUCTS COPPER SQUEEZE -ON TYPE WITH MOLDED RUBBER OR MEET THE CLIENT'S STANDARDS UNLESS OTHERWISE INDICATED. VINYL CAP, MINNESOTA MINING AND MANUFACTURING COMPANY "SCOTCHLOCK" OR M V@ IDEAL INDUSTRIES "SUPER NUT" SPRING CONNECTOR WITH MOLDED VINYL CAP. A IFGFND' ". �a.� 3.) LAWS, REGULATIONS AND CODES 2. ELECTRICAL INSULATING TAPE SHALL BE VINYL PLASTIC TYPE WITH PRESSURE - e ADHESIVE, MINNESOTA MINING AND MANUFACTURING COMPANY "SCOTCH" NO. 33 Qt DIG A TRENCH AT LEAST 4 INCHES WIDE BY 30 INCHES DEEP OR BELOW THE FROST LINE, WHICHEVER 15 DEEPER. GENERAL ALL WORK UNDER THIS SECTION SHALL COMPLY WITH THE APPLICABLE ELECTRICAL TAPE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OF THE BASIC BUILDING AND FIRE SAFETY CODES OF THE RECOMMENDATION. ALL CONNECTORS AND CONNECTIONS HAVING IRREGULAR 0 SPREAD OUT ENOUGH GEM TO UNIFORMLY COVER THE BOTTOM OF TRENCH - ABOUT 1 INCH DEEP, COMMONWEALTH OF MASSACHUSETTS, THE NATIONAL ELECTRICAL CODE, AND ALL SURFACES SHALL BE PROPERLY PADDED WITH SCOTCHFIL" PUTTY PRIOR TO 03 PLACE CONDUCTOR ON TOP OF GEM. USE EARTH STAPLES TO HOLD CONDUCTOR IN PLACE. OTHER LOCAL AND STATE AUTHORITIES. WHERE REFERENCE IS MADE TO LAWS, APPLICATION OF TAPE. CODES, REGULATIONS AND STANDARDS THESE DOCUMENTS, INCLUDING THE 3. CABLE TIES INSTALLED IN PLENUM SHALL BE PANDUIT, TYPE HALAR. ALL ® SPREAD MORE GEM ON TOP OF CONDUCTOR TO COMPLETELY COVER CONDUCTOR - ABOUT 1 INCH DEEP. LATEST REVISIONS AND AMENDMENTS THERETO IN EFFECT AS OF THE DATE OTHER LOCATIONS SHALL BE NYLON TIE STRAPS AS MANUFACURED BY THOMAS OF BID OPENING. SHALL FORM PART OF THESE SPECIFICATIONS. AND BETTS. 5 CAREFULLY COVER GEM WITH SOIL TO A DEPTH OF ABOUT 4 INCHES, MAKING SURE NOT TO EXPOSE THE CONDUCTOR. ® TAMP DOWN THE SOIL, THEN FILL IN THE TRENCH. FOR VARIOUS WIDTHS AND GEM THICKNESS, SEE TABLE BELOW. 4.) SHOP DRAWINGS E. MISCELLANEOUS MATERIALS: NOV: EXCESS STANDING WATER MUST BE REMOVED FROM THE TRENCH. GENERAL: MANUFACTURER'S DATA OR SHOP DRAWINGS OF THE FOLLOWING APPARATUS 1. PIPE STRAPS FOR EXPOSED CONDUIT SHALL BE HEAVY DUTY CADMIUM OR ZINC GIVING FULL INFORMATION AS TO DIMENSIONS, MATERIALS, AND ALL INFORMATION COATED, ONE SCREW, MALLEABLE RIGID CONDUIT CLAMPS, COMPLETE WITH PERTINENT TO THE ADEQUACY OF THE SUBMITTED EQUIPMENT INCLUDING WIRING DIAGRAMS BACKSTRAPS (CLAMP BACKS), APPLETON ELECTRIC COMPANY #17100 AND B. ESTIMATED I INFAR FFFT OF GROUND CONDUCTOR W /FA RAG OF GEM; SHALL ALSO BE SUBMITTED FOR APPROVAL AS DIRECTED: #27100 LINE. TRENCH 'WIDTH TOTAL THICKNESS OF GEM (INCHES) NOTE 2. HANGER RODS SHALL BE GALVANIZED OR CADMIUM PLATED THREADED STEEL (INCHES) 4 6 7 2 3 4 I. EARTH STAPLE PART NUMBER T370A3. PROVIDE EVERY A S OUTLETS /EQUIPMENT RODS OF ADEQUATE SIZE TO SUPPORT THE LOAD WHICH THEY CARRY. 14.0 7.0 4.7 3.5 3' TO 4' AS NEEDED. B GROUNDING STEM MINIMUM DIAMETER SHALL BE 1/2 ". C PANELB SY 3. INSERTS IN EXISTING CONCRETE WORK SHALL BE EXPANSION ANCHORS WITH 9.3 4.7 3.1 2.3 2. A 2SIb BAG OF GEM WILL COVER 7 LINEAR FT. OF CONDUCTOR D TRANSFORMERS TAPPED STEEL OR BRASS CORE NUTS SET IN DRILLED HOLES. PIERCE, 8 7.0 3.5 2.3 1.8 LENGTH FOR A 4 INCH HIDE 2 INCH THICK COVERING (1 INCH E DISCONNECT SWITCHES PHILLIPS READ HEAD, STAR OR ACKERMAN- JOHNSON EXPANSION NUTS WILL BE 15 5.6 2.8 1.9 1.4 BELOW AND 1 INCH ABOVE CONDUCTOR), BASED ON 63.5Ib /cu. 11. F FUSES ACCEPTABLE. 12 4.7 2.3 1.6 1.2 G CABLE 4. SPECIAL FASTENERS SHALL COMPRISE MISCELLANEOUS TYPES OF CONDUIT AND H GROUNDING TEST RESULTS. 805 FASTENERS OF MALLEABLE IRON OR STEEL WITH A CORROSION - RESISTANT I) 15 KV CABLE TEST RESULTS. COATING OF CADMIUM OR ZINC; THESE SHALL BE PROVIDED AS REQUIRED OR NECESSARY TO COMPLETE THE INSTALLATION OF ELECTRICAL WORK. THE TYPE 5.) RECORD DRAWINGS SELECTED SHALL BE OF ADEQUATE STRENGTH FOR THE LOAD TO WHICH IT IS 0 GROUND WIRE TRENCH INSTALLATION DETAIL SUBJECTED AND OF A DESIGN SUITED TO THE INSTALLATION CONDITIONS. SCALE: NONE 2 ISSUED FOR FILING 12/15/06 GENERAL THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL DEVIATIONS 5. FASTENING HARDWARE SHALL BE CADMIUM OR ZINC - PLATED STEEL, SHEET METAL IN WORK AS ACTUALLY INSTALLED FROM WORK AS INDICATED. THIS RECORD SHALL BE OR MACHINE SCREWS, BOLTS, NUTS, WASHERS. SHIMS AND SIMILAR FASTENING UPDATED DAILY AND SHALL BE KEPT AVAILABLE AT THE SITE FOR INSPECTION. UPON ACCESSORY HARDWARE. 1 ISSUED FOR REVIEW 125/06 COMPLETION OF THE WORK, AND BEFORE FINAL PAYMENT IS AUTHORIZED, AS -BUILT PRINTS (SCALED AND DIMENSIONED 1/4 " =1' -0 ") WITH SIGNED CERTIFICATION OF F. FUSES ACCURACY, FIRE UNDERWRITERS INSPECTION CERTIFICATE AND APPROVAL CERTIFICATION DATE SHALL BE DELIVERED TO THE CLIENT'S REPRESENTATIVE. 1. ALL FUSES SHALL BE UL LISTED. 2. FUSE SIZE SHALL BE AS INDICATED ON DRAWINGS AND /OR IN ACCORDANCE WITH 6.) INSTALLATION OF WORK THE NATIONAL ELECTRIC CODE. No use, reproduction cc dissemination may be mode of this drawing 3. FUSES SHALL BE COOPER BUSSMAN PRODUCTS "LOW PEAK ", YELLOW TYPE. and the concepts set forth without the prior written consent of A. GENERAL: Structural Consulting Services, PC. Copyright © 20116 G. ALTERATIONS AND REMOVAL OF EXISTING EQUIPMENT, CONDUIT AND WIRING 1. ALL WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE 50 THAT UNNECESSARY PROJECT TITLE CUTTING, CHANNELING, CHASING OR DRILLING OF WALLS, PARTITIONS, FLOORS, 1. THE EXISTING BUILDING ELECTRICAL SYSTEMS SHALL BE MAINTAINED IN CEILINGS OR OTHER SURFACES WILL BE AVOIDED. WHERE WORK IS NECESSARY OPERATION DURING THE CONSTRUCTION PERIOD. EXISTING SYSTEMS SHALL NOT SITE: MA5998 (BS33XC084) FOR THE PROPER INSTALLATION, SUPPORT OR ANCHORAGE OF RACEWAYS, BE SHUT DOWN NOR SHALL CONNECTIONS BE MADE THERETO WITHOUT PRIOR OUTLETS OR OTHER ELECTRICAL WORK. IT SHALL BE CAREFULLY DONE IN SUCH APPROVAL OF THE CLIENT. NORTHAMPTON VA A MANNER AS TO AVOID ANY DAMAGE. ALL WORK WHICH MAY BE DAMAGED 2. CERTAIN EXISTING CONDUITS AND ASSOCIATED WIRING ARE INDICATED ON THE SHALL BE REPAIRED TO THE SATISFACTION OF THE CLIENT. DRAWINGS ACCORDING TO THE BEST INFORMATION AVAILABLE. CERTAIN OTHER 2. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING EXISTING CONDUITS AND ASSOCIATED WIRING MAY NOT BE SHOWN. THE CONSTRUCTION AND ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER CONTRACTOR SHALL MAKE EVERY EFFORT TO DETERMINE THE LOCATION OF 222 RIVER ROAD ROUGHING -IN SHALL BE REPAIRED AND RESET TO THE APPROVAL OF THE CLIENT. EXISTING CONDUIT AND WIRING AS REOUIRED FOR NEW CONSTRUCTION OR IF LEEDS, MA 01053 DAMAGED DURING CUTTING OPERATIONS, REPLACE /REPAIR AT NO EXPENSE TO 8. CONDUIT WORK: THE CLIENT. 1. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH STRAPS, HANGERS AND 3. WHERE EQUIPMENT 15 REMOVED OR WHERE WALLS AND CEILINGS ARE DEMOLISHED, SUPPORTS AS REQUIRED. WIRING DEVICES, CONDUIT. WIRING ANO INSTALLATION MATERIAL (FITTINGS, 2. CONDUIT IN HUNG CEILINGS SHALL BE SUPPORTED IN AN APPROVED MANNER BOXES, HANGERS, SUPPORTS, ETC.) THAT IS NOT TO BE REUSED SHALL BE DRAWING TITLE FROM THE CEILING SUSPENSION MEMBERS. REMOVED. ALL CONDUITS REMOVED SHALL BE CUT FLUSH WITH CONSTRUCTION 3. FLEXIBLE METALLIC CONDUIT OR MC CABLE SHALL BE USED FOR BRANCH CIRCUIT AND OPENINGS PATCHED. ALL WIRING REMOVED SHALL BE DISCONNECTED AS WIRING ABOVE HUNG CEILING AND IN PARTITIONS UNLESS OTHERWISE INDICATED. FAR BACK AS THE BRANCH CIRCUIT PANELBOARD TERMINALS UNLESS OTHERWISE APPROVALS: 4. THE CONTRACTOR SHALL PROVIDE PULL BOXES. JUNCTION BOXES, CONDUITS. NOTED. WHERE WIRING IS TO REMAIN IN EXISTING CONDUITS TO MAINTAIN CONDUIT ELBOWS, AND OFFSETS IN CONDUIT RUNS WHICH INTERFERE WITH THE CONTINUITY OF CIRCUITS AND PASSES THROUGH OUTLET BOXES NOT TO BE ELECTRICAL SPECIFICATIONS STRUCTURAL WOOD OR STEEL, MECHANICAL EQUIPMENT, DUCTWORK, PIPING, ETC., REUSED FOR WIRING DEVICES OR LIGHTING FIXTURES, SUCH OUTLETS SHALL BE FURNISHED WITH COVERPLATES. ACTIVE CIRCUITS. IF REQUIRED AND LANDLORD: DATE' AND GROUNDING DETAILS 5. ALL MC CABLE RUNS NS ABOVE HU. HUNG CEILINGS SHALL BE SECURED TO SUIT THE FIELD CAB NECESSARY TO REMAIN, SHALL BE REROUTED WITH NEW MATERIALS. STRUCTURE. UE NO MC CABLES SHALL L RE LEFT UNSUPPORTED ON DUCTWORK BUILDING OR 4. ALL EQUIPMENT WHICH IS GOING REMOVED AND NOT BEING REUSED SHALL BE CEILING ING TILES. TILES. RETURNED ED TO THE CLIENT OR DISPOSED OF AS DI RECTED. NEXTEL RF ENGINEER: DATE: C. ELECTRICAL GROUNDING AND BONDING: 8.) PAINTING 1. ALL CABINETS AND TERMINAL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. A. PULL BOXES AND WIREWAYS SHALL BE SHOP PAINTED INSIDE AND OUTSIDE WITH OPERATIONS: DATE; SCALE PROJECT NO. DRAWING NO. ANO WHERE APPLICABLE TO THE GROUND WIRE. ONE COAT OF PRIMER AND ONE COAT OF ENAMEL UNDERCOATER IN A LIGHT AS NOTED NEX0025 2. THE ELECTRICAL RACEWAY SYSTEM. METALLIC ELECTRICAL EQUIPMENT FRAMES, GREY COLOR AS APPROVED BY THE CLIENT'S REPRESENTATIVE. HOUSING AND ENCLOSURES SHALL BE BONDED TOGETHER AND GROUNDED AS ) LABELING DRAWN BY DATE 9 INDICATED AND REOUIRED BY THE CLIENT. NEXTEL GPM: DATE r _ 3. THE EQUIPMENT 8090190 JUMPERS SHALL NOT BE SMALLER THAN THE SIZES A. ALL MAIN SWITCHES, TRANSFORMERS, CONDUITS. JUNCTION BOXES. DISCONNECT GS 12/1/06 C LISTED IN THE NATIONA ELECTRICAL CODE (NEC) OR AS INDICATED. SWITCHES, MAGNETIC STARTERS, PANELS AND CONTROLS IN UNFINISHED AREAS CHECKED BY 4. GROUND LUGS FOR CABLE CONNECTIONS SHALL BE SIMILAR TO BURNDY, TYPE SHALL BE IDENTIFIED WITH PERMANENT -TYPE METAL OR ENGRAVED "LAMACOID" GD US: DATE: JHF YAV FOR CONDUCTOR SIZES AS PERMITTED BY THE AFOREMENTIONED CODES. PLATES WITH 1/4" OR IARGFR CHARACTERS MAIN SWITCHES SHAiI RF MARKED ELECTRICAL NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL BE 10. ALL WORK INVOLVING THE ELECTRIC SERVICE S STRUCTURAL IN ACCORDANCE WITH ALL APPLICABLE NEXTEL/ SHALL BE COORDINATED AND APPROVED BY GO STANDARDS AND SHALL BE SUBJECT TO THE LOCAL UTILITY COMPANY. PAY ALL FEES APPROVAL BY NEXTEL/GO REPRESENTATIVE. ASSOCIATED WITH THE ELECTRIC SERVICE C CONSULTING MODIFICATIONS. THE LOCAL UTILITY 2. PREFABRICATED EQUIPMENT ENCLOSURE AND COMPANY SHALL BE NOTIFIED IMMEDIATELY EQUIPMENT R SHALL SHALL M P COORDINATE N XTEL /GD. UPON AWARD OF CONTRACT TO COORDINATE S SERVICES, P.C. ELECTRIC SERVICE. FIELD CONNECTIONS AND FIELD INSTALLED 67 FEDERAL ROAD, SUITE A8, BROOKFIELD, CT 06804 ITEMS WITH ARRIVAL OF ENCLOSURE. 11. CONTRACTOR SHALL SEAL ALL PENETRATIONS TEL: 203.740.7578 FAX: 203.775.5670 3. THE GENERAL CONTRACTOR SHALL NOT BEGIN WATERTIGHT /WEATHERTIGHT AS REWIRED. ANY DIGGING UNTIL WRITTEN APPROVAL HAS 12 ALL COMPONENTS SHALL BE INSTALLED PER BEEN GRANTED BY THE NEXTEL /GD cuENT THE LATEST LOCAL UTILITY COMPANY REPRESENTATIVE AND L OWNER. ALL SPECIFICATIONS /REGULATIONS AND ARE ° CONDUIDUI ROUTING T ROUTING SHALL L BE COORDINATED CONDUIT OR METAL PIPE WITH THE OWNER AND THE NEXTEL /GD SUBJECT TO APPROVAL BY THEIR cfe REPRES ENTATIVE PRIOR TO INSTALLATION. REPRESENTATIVE. Sprint �BURNDY TYPE GAR GROUND CONNECTOR 13. CONTRACTOR SHALL PROVIDE ALL TEMPORARY 4. THE DRAWANGS ARE 70 BE CONSIDERED SCHEMATIC ONLY ARE INTENDED TO CONVEY POWER AND LIGHTING FOR USE BY ALL TRADES INTENT TO THE CONTRACTOR. ALL ELECTRICAL IN ACCORDANCE VATH ALL APPLICABLE SAFETY Tb�et herwithNEXTEL RESEED TRENCH AREA TO MATCH EXIST. DESIGNS SHALL BE THE SOLE RESPONSIBILITY STANDARDS AS REQUIRED. COORDINATE ADJACENT SEEDED AREAS ■ TEMPORARY POWER WITH THE NEXTEL /GD TYPICAL FOR CONDUIT AND MFTAI PIPING OF THE ELECTRICAL CONTRACTOR. BALANCE OF BACK OF SOLID UTLE -- ILL SUITABLE FINI_SHED GRADE ° ° ° %� I , / /��dr. i REPRESENTATIVE AND THE OWNER. S NORTH B'WAY, WHITE PLAINS NY ' i % '/� 5 ELECTRICAL CONTRACTOR SHALL VIDE GREATER THAN 3" MAX IN DIAMETER. ° h � �4 or ALL PROTECTION TO 14. UNLESS OTHERWISE NOTED, MINIMUM SIZE • BACKFlLL MATERIAL SHALL BE ADEQUATELY • ° 111 111 I \ PROTECT ELECTRICAL EQUIPMENT DURING THE CONDUIT SHALL BE 3/4', INTERIOR RUNS COMPACTED IN 8' MAX. LIFTS. I P n 1 • `, `16 GROUND TO MAIN GROUND BAR SITE CONSTRUCTION. SHALL BE RGS, CONDUIT BUR E XPOSE D T O WE S HA L L R 8 HAZARDOUS UNDERGROUND MARKING TAPE 1 .. °�° • I � . ° O NONE TYPICAL GROUNDING DETAIL FOR CONDUITS 6. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, BE SCHEDULE 80 PVC. HAZARDOUS UNDERGROUND MARKING TAPE MATERIALS, AND SERVICES FOR A COMPLETE LABELED 'CAUTION - TELEPHONE LINE ` a LABELED 'CAUTION - ELECTRIC LINE BURIED �� � � 3 SCALE: INSTALLATION AS INDICATED ON THESE 15. ALL EQUIPMENT EXPOSED TO THE OUTDOORS BURIED BELOW. TAPE SHALL BE 3' WIDE ill BELOW. TAPE SHALL BE 3' WIDE WITH ° i i ° DRAWINGS AND AS REQUIRED. THIS SHALL BE IN NEMA 3R ENCLOSURE. WITH BLACK LETTERING ON A GREEN I ° • BLACK LETTERING ON A RED BACKGROUND, � � CONTRACTOR SHALL PAY ALL FEES, OBTAIN • BACKGROUND, AS MANUFACTURED BY AS MANUFACTURED BY PANDUIT PART NO. ° ° ALL PERMITS AND USE ONLY UL LISTED 16. CONTRACTOR SHALL DEMONSTRATE THE PANDUIT PART NO. HTU3G -T OR EQUAL. • HN3Y -E OR EOUAL. - ( `�, EQUIPMENT. MAINTAIN AND FOLLOW ALL OPERATION OF ALL EQUIPMENT IN THE APPLICABLE OSHA STANDARDS DURING PRESENCE OF THE NEXTEL /GD REPRESENTATIVE. BACKFlLL WITHIN 6" OF CONDUITS SHALL A • ° ° CO , ° CONSTRUCTION. EXAMINE SITE AND CHECK BE SAND PVC CONDUIT FOR ELECTRIC SERVICE C ALL FIELD CONDITIONS. NOTIFY ENGINEER 17. CONTRACTOR TO EXAMINE EXISTING METER SETS OF ANY CONDITION WHICH DIFFERS FROM PRIOR TO SUBMITTING BID. • PVC CONDUIT WITH DRAGUNE FOR ° i ° THAT WHICH IS INDICATED ON THE PLAN. i TELEPHONE SERVICE ° NOTE � 18. THE CONTRACTOR SHALL OBTAIN ALL APPROVALS SEAL • O ;© SHOWN FOR INFORMATIONAL PURPOSES. ° ° 7. UPON COMPLETION OF THE PROJECT, THE NECESSARY FROM THE LOCAL UTILITY FOR SAME CONCEPT SHALL ALSO APPLY FOR `, `G CONTRACTOR SHALL PROVIDE A COMPLETE SET PROVIDING THIS SERVICE ARRANGEMENT. 2 -BOLT LONG BARREL LUG (TYP FOR 2) WI SINGLE CONDUIT. ® . ®°"' WI OF AS -BUILT DRANGS 6' MIN. 12' 6' MIN. ,-*TH /2 BARE TINNED COPPER GROUND CONDUCTOR TO EXTERIOR GROUND BAR 8. ALL WORK ON THE DRAWINGS IS NEW UNLESS ,,,„,/:.„'-' AS REO'D OTHERWISE NOTED EXISTING TO REMAIN y - ° - OR NOT IN CONTRACT. alb ,J c ° , CONDUIT TRENCH DETAIL O ENTRY PANEL GROUNDING 9. A MAINTENANCE LABEL SHALL BE AFFIXED TO °�'@ T. SCALE: NONE '1 ALL EQUIPMENT REQUIRING PREVENTIVE - _, SCALE: NONE MAINTENANCE AND TWO (2) COPIES OF ALL ,u r MAINTENANCE MANUALS SHALL BE PROVIDED TO NEXTEL /GD. CONTRACTOR SHALL PROVIDE PERMANENTLY ENGRAVED LAMACOID LABELS _ IDENTIFYING ALL ELECTRICAL EQUIPMENT. �,. GROUNDING NOTES: 1. ALL GROUNDING WIRE MUST BE NO. 2/0 AWG BARE STRANDED COPPER WIRES. BURIED 30' MIN. BELOW FINISHED GRADE. WIRES MUST BE EXOTHERMICALLY WELDED WHERE BONDING IS REQUIRED. MINIMUM RADIUS FOR GROUND WIRE . SHALL BE 8'. 2. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING THE EXOTHERMIC MEGGER INSTRUMENT WELDING PROCESS (CADWELD) U.O.N. ALL INTERNAL CONNECTIONS SHALL BE C -CRIMP TYPE AND /OR DOUBLE -HOLE LUG TYPE U.O.N. JUMPER C2 P2 P1 C1 3. ALL CONDUIT ENTERING ENCLOSURE SHALL BE BONDED TO GROUND RING WIRE WITH GREEN INSULATED /6 CONDUCTOR. • t 4. THE INSTALLED GROUND SYSTEM SHALL BE TESTED FOR EARTH RESISTANCE AND FOR CONTINUITY AFTER IT IS INSTALLED AND WITH ANY CONNECTIONS TO OTHER GROUNDS. THE TEST RESULTS WILL BE FILED AS PART OF THE PERMANENT SITE RECORD. THE TARGET EARTH RESISTANCE SHALL BE 5 OHMS OR RELOCATED CABINET, TYP. FOR (2) TOTAL LESS OR AS OTHERWISE NOTED BY THE CLIENT'S REPRESENTATIVE. THE ELECTRICIAN WILL PERFORM THE EARTH RESISTANCE TEST IN THE PRESENCE OF THE CLIENT'S REPRESENTATIVE. EXISTING SLAB 5. SIGNAL CABLE CONTRACTOR SHALL GROUND ANTENNA WIRES AT THE ANTENNA MOUNTS, AT THE EXISTING GROUND BAR AT THE BASE OF THE WATER TANK, AT THE EQUIPMENT ....] EXISTING MAIN GROUND BAR EARTH LOCATION AND AT ANY HORIZONTAL TO VERTICAL TRANSITION. 6. ALL CADWELD CONNECTIONS SHALL BE COLD GALVANIZED SPRAYED AND PAINTED AFTER INSTALLATION. 2/0 BARE SOLID TINNED COPPER GROUND -TEST - GROUND 7. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CRIMP I- ' M ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH J // /'/ WIRE TO EXISTING GROUND RING OR ELECTRODE ROD MAIN GROUND BAR, TYP. SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). V V 2 ISSUED FOR FLING 12!15/06 (-- V VARIES 1 ISSUED FOR REVIEW 12/5/06 '`� EXISTING GROUND RING Na ISSUE DR REVISION DATE EARTH RESISTANCE TES11NG PROCEDURE: No use, reproduction a dissemination may be mode of this drawing NFW FOUIPMENT ENCI OSURF A. THE CONTRACTOR SHALL TAKE ALL MEASUREMENTS REOUIRED TO TEST THE and the concepts set forth without the prior written consent of GROUNDING NETWORK. ALL TEST DATA SHALL BE SUBMITTED TO THE Structural Consulting Services, PC. Copyright ©2026 ENGINEER FOR REVIEW. ADDITIONAL TESTING SHALL BE REWIRED IF 3 DEEMED NECESSARY BY THE ENGINEER. PROJECT TITLE B. MEGGER EQUIPMENT, 81' BIDDLE INSTRUMENTS OR APPROVED EQUAL, SHALL BE USED FOR TESTING. USE MANUFACTURER'S RECOMMENDED PROCEDURE FOR SITE: MA5998 (BS33XC084) FALL -OF- POTENTIAL OR THREE - TERMINAL TEST. UTILIZE EXISTING TEST INSPECTION SLEEVE FOR ACCESS TO TEST ELECTRODE POINT (EXISTING NORTHAMPTON VA J GROUND ROD) THE GROUND AY C2 ABOVE, HOULD BE PLACED APPROXIMATELY 400 400 FEET AWAY. . POTENTIAL L REFERENCE E GROUND ROD, P2, SHALL BE DRIVEN AT A NUMBER OF POINTS BETWEEN THE EARTH 222 RIVER ROAD L J ELECTRODE AND GROUND ROD, C2. RESISTANCE READINGS SHALL BE TAKEN AT INTERVALS OF 20 FEET. THE ACCEPTABLE RESISTANCE MEASURED FOR LEEDS, MA 01053 THE GROUND FIELD SHALL NOT EXCEED 5.0 OHMS. ADDITIONAL GROUND RODS. LONGER RODS AND CHEMICAL TREATMENT OF THE SOIL MAY BE MIL REQUIRED AS NECESSARY TO MEET THE GIVEN CRITERIA. SEE DIAGRAM ABOVE. GROUND ALL NEW ANTENNAS, ANTENNA MOUNTS C. TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE NEXTEL /GD DRAWING TTTLE AND ANTENNA CABLES AT ANTENNA LOCATIONS, REPRESENTATIVE AND /OR THE ENGINEER. TESTING SHALL BE PERFORMED BASE OF WATER TANK AND AT EQUIPMENT AND RESULTS SHALL BE FORWARDED TO THE ENGINEER PRIOR TO LOCATION IN SAME MANNER AS EXISTING. CONNECTING THE PROPOSED GROUNDING NETWORK. CONTRACTOR TO PROVIDE ALL MATERIALS AND D. CONTRACTOR TO PERFORM THREE SEPARATE GROUNDING TESTS: APPROVALS: LABOR AS REQUIRED TO PROVIDE A COMPLETE 1) NEXTEL'S RING ALONE ELECTRICAL DIAGRAMS, GROUNDING SYSTEM PER SPRINT /GD STANDARDS. 2 OTHERL'C RING ALONE TOGETHER LANDLORD` DATE` DETAILS AND NOTES O GROUNDING PLAN O FALL —OF— POTENTIAL /THREE TERMINAL DIAGRAM SCALE: NONE S NEXT0. RF ENGINEER: DATE: SCALE: NONE OPERATIONS: DATE: SCALE PROJECT NO. DRAWING NO. AS NOTED NEX0025 NEXTEL CPM: DATE DRAWN BY DATE GS ED 8Y 12/1/06 E-1 CHECK GD CFS: DATE: JFiF 20' -4 "± EXISTING SLAB LENGTH (V.I.F.) S STRUCTURAL q (2) ANGLES . (2) ANGLES C CONSULTING CUT EDGE OF STEEL AND NEW EDGE OF PLATFORM 1 1 EDGE OF EXISTING PLATES S SERVICES P.C 1 1 67 FEDERAL ROAD, SUITE A8, BROOKFIELD, CT 06804 NOTE: 1' -8" . - 1'_8" TEL: 203.740.7578 FAX: 203.775.5670 EXISTING ICE CANOPY AND CABLE �M SUPPORT MECHANISMS (TO REMAIN) 3" 9" 10' -0" 6 CANOPY SUPPORT ANGLES TO C DENT NOT SHOWN FOR CLARITY. I (CONFIRM WITH ENCLOSURE MANUFACTURER) I INSTALL NEW CABINET. Sprint ' _ - - . - - Together with NEX713 • • • ®® I e e e • m_ • 1 1 NORTH B'WAY, WHITE PLAINS NY o < _ CO ,i■ — ������ � a - - - -s r-i 7TTITI 1 '1 - TiT�TP T ITU Frri ��7 TI -171 1 - 1 - I 7=1 - 1 _ _ - 1 11111111111 ,H L I I 1 1 1 III , � I I ! ( I — ' iNsi r�rtrr�r + - �+ +t rl 1 + + t r 1 1, � I , I ��1 L_ L 7 T J -, _ �i LLLIJJ 1 LI 1 1 I 1 1 ! 1 t 1 I I 1 1 1 i 1 1 1 1 1 1 1 I I I 1 1 I 11: I _I rel Ln SEAL iF 11IT1 F11I 111i11111111i11111TI111i1111 z m o oo J iL<T : T ai z- . 0 I �� 11 1 1 I 1111z L? � u���- iiL _ c ` _ < _A. -co q D ` 1 1 °o rn I o o ' < < t ` ( ` - F RONT OF C ABINET < - _ '_\�' ` ' ■ RELOCATED SPRINT CABINET, TYP. OR TWO (2) TOTAL, ANCHOR CABINET TO EXISTING PORTION OF EXISTING STEEL PLATFORM TO PLATFORM AND RELOCATED SUPPORT BE REMOVED, TYP. SEE TABLE THIS SHEET. STEEL TO MATCH EXISTING CONNECTIONS. PORTION OF EXISTING STEEL PLATFORM TO REMAIN, TYP. EXISTING SPRINT CABINET TO BE RELOCATED - SEE TABLE THIS SHEET. ANCHOR EXISTING WIDE FLANGE AS SHOWN, TYP. FOR TWO (2) TOTAL STEEL MEMBERS TO EXISTING SLAB 3" IN FROM NEW 2 ISSUED FOR FILING 12/15/06 CUT EDGE TO MATCH EXISTING CONNECTION DETAILS. TN OUTLINE OF 7' -6 "x10' -0" PREFABRICATED 1 ISSUED FOR REVIEW 12/5/06 EXISTING CANOPY SUPPORT POST ON 13; EQUIPMENT ENCLOSURE ON EXISTING CONCRETE BASE PLATE, TYP. FOR FOUR (4) TOTAL MN PAD. CONTRACTOR TO VERIFY ENCLOSURE Na ISSUE OR REVISION DATE MANUFACTURER W/ GD PRIOR TO START OF WORK. EXISTING STEEL PLATFORM SQUARE FOOTAGE TABLE No use, reproduction a dissemination may be made of this drawing and the concepts set forth without the prior written consent of Region Length Width Area O EXISTING FOUNDATION PLAN L4x4x5/16 x 1' - 4" LONG GALV., TYP. FOR EIGHT (8) TOTAL, SEE TYPICAL DETAIL THIS SHEET. Structural ConsulL6gSehces PC.Cappight©20� 9 SCALE h' = 1 -o" PROJECT TITLE EXISTING PLATFORM 17'-6"± 3' -2 "t 55.4 SFt PORTION OF EXISTING PLATFORM TO BE REMOVED 11' -2 } "± (V.I.F.) MATCH EXISTING 35.4 SF± SITE: MA5998 (BS33XC084) PORTION OF EXISTING PLATFORM TO REMAIN 6' -3i "± (V.I.F.) MATCH EXISTING 20.0 SF± EDGE OF EXISTING CONCRETE NORTHAMPTON VA BOLT ANGLE TO ENCLOSURE W/ t// "o BOLTS SLAB TO REMAIN, TYP. 222 RIVER ROAD L4 LEEDS, MA 01053 STRUCTURAL NOTES: 1/2"0 HILTI KWIK ANCHOR ®12" O.C. W/ 31" MINIMUM 2E1111t1. / / ENCLOSURE/ EMBEDMENT, TYP. FOR TWO (2) TOTAL PER ANGLE DRAWING TITLE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE OF MASSACHUSETTS LATEST EDITION AND WITH THE REGULATIONS OF ALL I - EXISTING CONCRETE SLAB GOVERNMENTAL AGENCIES HAVING JURISDICTION. L- APPROVALS: 2. IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS TOP OF EXISTING SLAB ENCLOSURE MOUNTING PLAN iiiiiiiiimi / L""°L°ft0 AND OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY ° "'F DETAILS AND NOTES NOTIFY THE ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD = BE AFFECTED. EXISTING GRADE NEXTEL RF ENGINEER: DATE: 3. THE CONTRACTOR SHALL VERIFY EXISTING FOUNDATION DIMENSIONS AND COORDINATE ANCHORAGE DETAILS WITH THE PREFABRICATED ENCLOSURE MANUFACTURER. OPERAlIDNS: DALE: SCALE PROJECT O. DRAWING NO AS NOTED NEX0025 4. THE PREFABRICATED TELECOMMUNICATION ENCLOSURE SHALL BE A 7'- 6'x10' -0" O TYPICAL ENCLOSURE ANCHORING DETAIL DR AWN BY DATE ENCLOSURE AS MANUFACTURED AND SUPPLIED BY POWERWAVE TECHNOLOGIES, ' L SANTA ANA, CA (714) 466 -1000. CONTRACTOR SHALL VERIFY MANUFACTURER SCALE: 1 = 1' -0' NEX70. DPN. DALE: WITH THE GD REPRESENTATIVES AND NOTIFY ENGINEER IF DIFFERENT CHECKED BY GSA FROM ONE SPECIFIED FOR REVISED MOUNTING DIMENSIONS AND DETAILS. CA QS: DATE: JHF 1 _ : I I a.l' ANTENNA & CABLE SCHEDULE I � --� S STRUCTURAL SECTORS (1) ANTENNA MODEL ANTENNA COLOR CODING (')CABLE LENGTH (2) COAX CABLE (3) ANDREWS DB980H90E —M CDMA 1 1 BROWN 145'± C CONSULTING SECTOR t ANDREWS DB980H90E —M CDMA 2 1 WHITE 145'± ANDREW PEAK OF EXISTING WATER TANK HAT AZIMUTH = 10' 1 RED 145'± VXL7 -50 TN S SERVICES P.C. ANTENNA MANUFACTURER: • ELEV. 140.0 AGL DOWN TILT = 0'' AN TEL BXV- 80063/8CF IDEN 1/2/3 1 GREEN 145'± 1 -5/8 "0 NOM. 13.5' 9 AMPHENOL ANTEL, INC. 1 BLUE 145'± MN 67 FEDERAL ROAD, SUITE A8, BROOKFIELD, CT 06804 1300 CAPITAL DRIVE SECTOR 2 ANDREWS 980H65T3E —M CDMA 1 2 BROWN 145'± 10 TEL: 203.740.7578 FAX: 203.775.5670 • ROCKFORD, (85) 399 -0001 ANDREW 200' IL 61109 EXISTING WATER TANK HAT AZIMUTHS ANDREWS 980H65T3E —M CDMA 2 2 WHITE 145'± SECTOR 1 (815) g CDMA = 135' 2 RED 145'± VXL7 -50 SECTOR 3 CUENT AN7EIOIA TOP OF NEW IDEN ANTENNAS IDEN = 125' ANTEL BXV- 80063/8CF IDEN 1/2/3 2 GREEN 145'± 1 -5/8 "0 NOM. BXV - 80063 /8CF ELEV. 128.0'± AGL DOWNTILT = 0'' 2 BLUE 145'± _ CENTERLINE OF EXISTING CDMA ANTENNAS (UNCHANGED) ANDREWS DB980H65E —M COMA 1 3 BROWN 145'± 735' (CDMA) , ELEV. 125.0'± AGL SECTOR 3 ANDREWS DB980H65E —M CDMA 2 3 WHITE 145'± ANDREW 125' (IDEN) Sprint i _ ! _ _ CENT ELEV. ERLI 12 4.0 NE '± OF AGL NEW IDEN ANTENNAS AZIMUTH = 200' 3 RED 145'± VXL7 -50 SECTOR 2 , — _� DOWNTILT = 0'' ANTEL BXV- 80063 /8CF IDEN 1/2/3 3 GREEN 145'± 1 -5/8 "0 NOM. TO`etheFWlthNDCTEL i 3 BLUE 1(FRONT) (OE) cPS1 _ _ 1 YELLOW 25± 1 NORTH B'WAY, WHITE PLAINS NY GPS ANTENNA (4) RADIALL /LARSEN GPS2 2 YELLOW 25'± ANDREW ANGLES ARE MEASURED NEW IDEN ANTENNA ELEVATIONS I \ (FOUR TOTAL) PART #GPS0013 GPS3 3 YELLOW 25'± 1/2 NOM CLOCKWISE FROM TRUE NORTH sl x (6) EXISTING CDMA PANEL ANTENNA GPS4 4 YELLOW 25' TRANSLATION OF SCALE: 3/16" = 1 -0" I AND THREE (3) NEW IDEN PAN NOTES: ORIENTATION ANGLES ANTENNAS MOUNTED TO EXISTING MOUNTING POSTS ON EXISTING WATER TANK (1) CONTRACTOR SHALL PROVIDE MECHANICAL DOWNTILT BRACKETS 2 VERIFY CABLE LENGTHS WITH GD PRIOR TO ORDERING LEGEND: ALL NEW COAX CABLES SHALL BE ROUTED AROUND WATER TANK - ��-_- - -. TOP OF EXISTING PLATFORM € 4 ON CONFIRM GPS PRIOR AN MODEL AND CABLE WITH GD CDMA = EXISTING ANTENNA ALONG UNDERSIDE OF EXISTING ELEVATED PLATFORM, THROUGH gly (') C ONFIRM WITH RF ENGINEER IDEN = NEW ANTENNA EXISTING OPENINGS AND STRAIGHT UP TO NEW ANTENNA LOCATIONS ELEV. 108.0'± AGL FOLLOWING THE PATH OF THE EXISTING COAX CABLES. ALL NEW I ANTENNA & CABLE NOTES: CABLES SHALL BE PAINTED TO MATCH THE EXISTING WATER TANK. EXISTING ELEVATED PLATFORM 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRANSMISSION CABLE, JUMPERS. CONNECTORS, GROUNDING STRAPS, ANTENNAS, NEW COAX CABLES ROUTED FROM UNDERSIDE MOUNTS AND HARDWARE. ALL MATERIALS SHALL BE INSPECTED OF ELEVATED PLATFORM THROUGH EXISTING BY THE CONTRACTOR FOR DAMAGE UPON DELIVERY. JUMPERS SHALL SEAL NEW COAX CABLE STRAPPED TO 1 OPENINGS STRAIGHT UP TO NEW PANEL BE SUPPLIED AT ANTENNAS AND AT EQUIPMENT ENCLOSURE. NEW COAX CABLES, TYP. FOR (3) ANTENNA, TYP. AT ALL SECTORS COORDINATE LENGTH OF JUMPER CABLES IN FIELD WITH GD AND COORDINATE & VERIFY ALL OTHER MATERIALS TO BE PROVIDED NEW COAX CABLE CLIPED TO WITH GD PRIOR TO SUBMITTING BID AND ORDERING MATERIALS. •' EXISTING COAX CABLES W/ S.S. OR I SIX (6) EXISTING Ir. COAX CABLES, ONE (1) , ,,,, E . 141.m, GALV. CLIP, TYP. FOR (6) TOTAL EXISTING rt. COAX CABLE AND NINE (9) NEW 1i 2. AFTER INSTALLATION, THE TRANSMISSION LINE SYSTEM V t r II.4 EXISTING BE TDR /SWEEP TESTED FOR PROPER INSTALLATION STING COAX CABLE "0 COAX CABLES (SIXTEEN (16) CABLES TOTAL) 0• �� C OO TO REMAIN, TYP. I ROUTED UP EXISTING WATER TANK SUPPORT LEG, o.- AND DAMAGE WITH ANTENNAS CONNECTED. CONTRACTOR TO OBTAIN MOUNT NEW CABLES TO EXISTING CABLES WITH H LATEST TESTING PROCEDURE FROM GD PRIOR TO BIDDING. ���///���� \ \ \`�' • • • • • • EXISTING CUP TO BE REPLACED /Yp - AT THE BASE OF THE WATER TANK SUPPORT LEG I S.S. OR GALV. CLIPS. PAINT ALL NEW CABLES TO W/ 5.S. OR GALV. CLIP 1 MATCH EXISTING WATER TANK SUPPORT LEG. (V.I.F.), TYP. 3. ANTENNA CABLES SHALL BE COLOR CODED AT THE FOLLOWING LOCATIONS: - AT THE ANTENNAS , (IQ. . EXISTING UNISTRUT „1 ) a • • • • . SUPPORT TO REMAIN I N — OUTSIDE THE ENCLOSURE ® ENTRY . ! a / EXISTING BEAM CLAMP 1 EXISTING CDMA ANTENNA TO 4. GROUND ANTENNA CABLES AT THE ANTENNAS, AT THE EQUIPMENTII� Ir _...` 2 TO REMAIN, TIP. I REMAIN, TYP. FOR 6 () 0 6 AND AT THE BASE OF VERTICAL RUNS I NEW IDEN ANTENNA MOUNTED TO 5. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE EXISTING PIPE MAST (SEE NOTE THIS _ . p CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FO �,_ I SHEET) W/ BRACKETS PROVIDED BY j — .--__ GROUNDING EACH SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). EXISTING WATER A NTENNA MANUFACTURER, TYP. FOR (3) \ 135, TN TANK SUPPORT LEG I O / -..c,3 MM 6. SYSTEM INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL CABLES AND ANTENNAS TO THE 1 EDGE OF EXISTING / / \ MANUFACTURER'S AND GDS SPECIFICATIONS. THE CONTRACTOR IS 1 WATER TANK HAT, TYP. t RESPONSIBLE FOR THE PROCUREMENT AND INSTALLATION OF THE FOLLOWING: 1 OUTSIDE EDGE OF EXS NG WATER / \ 1. ALL CONNECTORS, ASSOCIATED CABLE MOUNTING, AND GROUNDING TANK BENEATH HAT, TYP. \ HARDWARE. 1 2. ALL MOUNTS, STANDOFFS, AND ASSOCIATED HARDWARE. - 1 / 3. 1/2" HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS. I I \ 7. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS TYPICAL COAX CABLE ROUTING ALONG I I I SPECIFIED ON THE DRAWINGS. CONFIRM WITH GD. O EXISTING WATER TANK SUPPORT LEG B . MINIMUM BENDING RADII FOR COAXIAL CABLES: 2 I EXISTING 140•± WATER TANK I O I 1/2 "0, R min. = 5" SCALE: NONE I I I / 7 8 "0, R min. = 10" 1 - 1/4 "0, R min. = 15" 1 1- 5/8 "0, R min. = 20" \ 1 CO�q TOP OF EXISTING GPS ANTENNA 1 ' 9. BRASS TAGS AREA TO BE ATTACHED WITH STAINLESS STEEL TIE WIRES AT 1 ELEV. 50.0'± AGL THE ANTENNAS AND AT THE EQUIPMENT. 1 `` / Sf TAPING OF ANTENNA CABLE: 1 am \ / O S•r OP REFER TO ANTENNA & CABLE SCHEDULE ALL NEW PANEL ANTENNAS, COAX CABLES AND 6 \ / F '..-co F"y INFORMATION ON BRASS TAGS SHALL BE AS FOLLOWS: HEIGHT OF ANTENNA (i.e. 325 EXISTING GPS ANTENNA BEYOND 1 ANY REWIRED POSTS /HARDWARE TO BE PAINTED / 'y 325) MOUNTED TO WATER TANK FRAME I TO MATCH COLOR OF EXISTING WATER TANK. \ ./ O .1 ANTENNA ORIENTATION SECTOR (i.e. "SECTOR A ", ETC.) 2 ISSUED FOR FILING 12/15/06 I ^ a --- _ r _— � � °Q IDEN #, OR CDMA # I 0 O i "NEXTEL" 1 ISSUED FOR REVIEW 12/5/06 I L' ^ S 10. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS Ili \ ti ry WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL Na ISSUE OR REVISION DATE 1 W N 4 2 f BE SEALED IMMEDIATELY AFTER BEING INSTALLED. 1 h <+� 11. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A No use, reproduction or dissemination may be made or this drawing 1141E WEATHERPROOF SPLICING KIT. and the concepts set forth without the prior written consent of 1 VERIFY LENGTH OF EXISTING PIPE MASTS TO BE USED TO O ANTENNA MOUNTING PLAN Structural Consulting Services, PC. Coprghl ©2006 12 MOUNT NEW IDEN ANTENNAS IN FIELD AT EACH SECTOR. 4 12. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL EXISTING MASTS MUST BE EQUAL TO OR GREATER THAN NEW SCALE: 3/32" = 1 -0 IN FIELD PRIOR TO CONSTRUCTION. PROJECTTITLE ADDITIONAL CABLES ROUTED FROM EXIST1 G ICE I ANTENNA E HEIGHT AND EXTEND ANTENNA A AIMUM OF SIX ( ET I 13. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS EITHER ENT R ALL NTW T, MOUNTING BR M A. IF AT EACH END. SITE: MA5998 (BS33XC084) CANOPY TO SOUTHWEST LEG 4F WATER TANK 1 THESE CRITERIA ARE NOT MET, REPLACE EXISTING PIPE MAST EXISTING GRATING NEW IDEN ENCLOSURE ON 1 PATH ONE OF EQUAL STRENGTH AND ADEQUATE LENGTH. HEAVY HEX NUT & ROUND NORTHAMPTON VA EXISTING CONCRETE PAD 1 OVERSIZED WASHER, TYP. EXISTING COMPOUND SURROUNDED BY 1 .1.../..■•■■• 222 RIVER ROAD EXISTING 7 - 3 "± HIGH CHAIN LINK FENCE 1 UNDERSIDE OF EXISTING GRATING LEEDS, MA 01053 I •--��� ���' % "0 GALV. OR S.S. �� THREADED STEEL ROD, TYP. DRAWING TITLE I�I — — — — TOP OF NEW ENCLOSURE ANTENNA CABLES SUPPORTED ELEV. 8.25'± AGL aN ToP of Q NIS TR D T• Tm. ANTENNA SITE &CABLE SCHEDULE , = ---- —•— PROVIDE S.S SNAP-IN CLIPS. APPROVALS: r ELEVATION HEAVY HEX NUT & ROUND LANDLORD: DATE: H OVERSIZED WASHER, TYP. DETAILS AND NOTES I I EXISTING GRADE 1 GALV. P1000 UNISTRUT ELEV. 0 AGL (526'± AMSL) = MEMBER OR EWAL NEXTEL RF ENGINEER: DATE: TOP OF ENCLOSURE - ` GROUND WARE AND CLIP - - OPERATION& DATE: SCALE PROJECT NO. DRAWING NO. AS NOTED NEXOO25 0 3 SOUTH SITE ELEVATION TYPICAL COAX CABLE ROUTING ALONG NEXTEL CPRI: DATE: DRAWN BY DATE /^ r SCALE: 1/16" = 1 -0" GS 12/V06 1 m. J O UNDERSIDE OF EXISTING ICE CANOPY �./ 5 SCALE: NONE CHECKED BY GD CM DATE: JHF GENERAL NOTES: TOPOGRAPHIC MAP S STRUCTURAL EXISTING STONE BED IN EXISTING COMPOUND 1.) ALL WORK SHALL BE IN ACCORDANCE WITH: n �• rc OF COMMONWEALTH -3 � s " s !" C CONSULTING o) THE BUILDING CODE COMMONWEALTH OF MASSACHUSETTS, LATEST EDITION � � ,� ' � r'y �? r . EXISTING CHAIN LINK FENCE AROUND b,) THE REGULATIONS OF ALL GOVERNMENTAL AGENOES HAVING JURISDICTION .) sLS ' . . • EXISTING COMPOUND TO REMAIN, TYP. .b , , i A 1 S SERVICES, P.C. - 2,) COORDINATE ALL WORKING HOURS, MATERIAL DELIVERY SCHEDULE AND ALL OTHER CONSTRUCTION ACTIVITIES MITH GO AND OWNER. ' ; � ?2 f �`� ,' £ ell: ,, . t 67 FEDERAL ROAD, SUITE A8, BROOKFIELD, CT 06804 EXISTING SPRINT PPC MINI CABINET TO REMAIN �f.•w, •, TEL: 203.740.7578 FAX: 203.775.5670 S,) THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND 11 yr 'd; I 'l� STRUCTURES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE t ' 4 '� ''""' 0 X. `� W T f =" 'X RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND AND SURFACE UTILITIES AND ) I ( " § +.. i / a ,r , CLIENT STRUCTURES AT OR ADJACENT TO THE SITE DURING ALL PHASES OF CONSTRUCTION. ANY R & J > .,p+ .� NEW 2" SCHED, 80 PVC TELCO CONDUIT W DRAGLINE • & 2' SCHEEL 80 PVC A z � Y• v R / EXISTING UTILITIES OR STRUCTURES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED X t �. 'S s "" 4 ELECTRIC CONDUIT ROUTED UNDERGROUND FROM NEW EQUIPMENT ENCLOSURE TO j EXISTING SPRINT PPC MINI CABINET FOR EXPANDED ELECTRIC 4 TELEPHONE OR REPLACED AT THE CONTRACTOR'S EXPENSE :. Y -7�,{ :`. �` l'• , ' - `+ C SERVICES BY ELECTRICIAN, LOCATION OF SERVICE CONNECTIONS, EXACT DETAILS T' - r�Jf /i , " i � , I.1r "' � q i •'- ,4\ ./rnrint` •• • AND ROUTING TO BE DETERMINED BY ELECTRICIAN AND UTILITY COMPANI 4.) ALL AREAS DISTURBED DUE TO CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO d l\ ,,,,,,L1�� �,7' 4 i 4 �° j EXISTING FENCED IN AREA THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. Y II /� ,,,, S` ik Ij /�\v" '‘ ' / \ (( .. Together with NEXTEL EXISTING METER BANK J' 31 ' ✓ AN 5.) COORDINATE HE DISPOSAL OF CONSTRUCT ON /STE CLEARING DEBRIS MD EXCESS , ' ,, f'-' , f - � F - 1 '.' - 1 NORTH B'WAY WHITE PLAINS NY � ; c SEVEN (7) JUMPER /COAX REPLACEMENT/EXISTING CABLES SOIL FROM EXCAVAON OPERAONS N1TIT GD AND ONNER 5 s 5' • ✓✓✓ I RE -ROUTED TO RELOCATED EQUIPME CABINET / ) ; 4 EXISTING CABLE SUPPORT POSTS/LADDER TO REMAIN UTILIZED 6,) ALL DIMENSIONS, CONDITIONS AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE T. 4f .: ; y L ,, - r V .. � �tt TAKEN FROM LIMITED FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION, THE CONTRACTOR ;„&44,..,;71/11'•/ J . , • SHALL VERIFY ALL EXISTING CONDITIONS. ANY UNUSUAL CONDITIONS OR DISCREPANCIES r K ' _ _ _ _ _ I x NINE (9) NEW To COAX CABLES ROUTED TO NEW EQUIPMENT ENCLOSURE FROM EXISTING CABLE I ---// BRIDGE, ROUTE CABLES ALONG UNDERSIDE OF EXISTING ICE CANOPY AS PER DETAIL ON SHEET C -3. SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. CONTRACTOR SHALL•. f - - 1 wEex r -0 om 0 1 NOT PROCEED WITH ANY AFFECTED WORK UNTIL FORMALLY DIRECTED BY THE ENGINEER „=„e ens NEW IDEN T -6 - x 10' -3" (77± SF) ENCLOSURE MANUFACTURED BY ' °wix " ®" ""_ VERSAFLEX SUPPORTED ON EXISTING CONCRETE SLAB FOUNDATION, SEE 7) THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF ALL STREET MAP SHEET S -1 FOR MOUNTING DETAILS AND COMPOUND MODIFICATIONS. • NOTE: SIX 6) EXISTING Ir. COAX CABLES, ONE (1) EXISTING rte. COAX CABLE REVIEW DIMENSIONS AND /OR QUANTITIES AND FOR THE COORDINATION MTH ALL OTHER WORK, SCALE: NONE R OF THE CONTRACTOR'S SUBMISSIONS DOES N01 RELIEVE THE CONTRACTOR FROM ADDITIONAL CABLES TO BE ROUTED AND NINE 9 NEW 7 COAX CABLES SIXTEEN 16 CABLES TOTAL The blow street map was Otto eel m w g mapping functions avmeoble al .w.mapqueslcom. • ROUTED UP EXISTING WATER TANK SUPPORT ALONG UNDERSIDE OF EXISTING ICE () w P ( ) LEG, MOUNT NEW CABLES T. ) THESE RESPONSIBILITIES • / _ , CANOPY TO LOCATION OF ENTRY EXISTING CABLES WITH S.S. CLIPS. PAINT ALL NEW CABLES TO - .0 }t?ydY/1Y711Y PORT ON NEW VERSAFLEX CABINET EXISTING WATER TANK SUPPORT LEG. SEE DETAIL ON 41 8.) THE CONTRACTOR SHALL FURNISH AND INSTALL ANGLE STRUTS, BRACKETS, GOGGLES, • / I ... 4111 EYE BOLTS AND ALL OTHER ACCESSORIES REQUIRED TO PROPERLY SUPPORT, BRACE /4y� S` / 1 1 wwI e AND /OR REINFORCE ALL FINISHES, FRAMES, EQUIPMENT, ETC. , SEAL / r 9.) ALL MATERIALS SHOWN ON THE DRAWINGS SHALL BE NEW UNLESS OTHERWISE NOTED .vy / J THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MATERIAL TO GD FOR APPROVAL, i 'ti •. . 10.) MANUFACTURER INSTRUCTIONS THE CONTRACTOR SHALL COMPL VAIN' -- °\. -. MA INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT !� i : � THAT THEY ARE MORE STRINGENT THAN THE REQUIREMENTS IN THE CONTRACT * _ SITE - - • - e - • �� \ D O C UMENTS . ,. ''� - / \ \ 11.) CLEANING AND PROTECTION: DURING HANDLING AND INSTALLATION. CLEAN AND o o �✓ �� PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS IN PLACE. APPLY E / \� PROTECTIVE COVERING(S) WHERE REWIRED, / • . ' / \\ A. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS OFTEN AS NECESS e Li** , , //� // \\ THROUGHOUT THE CONSTRUCTION PERIOD. P • \� B. UNITING EXPOSURES: SUPERVISE OPERATIONS TO ENSURE THAT NO PART OF . \\ I CONSTRUCTION. COMPLETED OR IN PROGR IS SUBJECT TO HARMFUL OR DELETERIOUS , $ \ J E XPOSURE. SUCH EXPOSURE INCLUDES, BUT NO UNIT T0: 6 , r „.„-:.,,, /� k INFILTRATION AND EXPOSURE TO WEATHE �. *toe R • � , ^ ( It ) a. WATER INFILTRATION EXCESSIVE HIGH OR LOW TEMPERATURE OR HUMIDITY .i 4 7,PN �o 1 \ c. UNUSUAL WEAR OR OTHER MISUSE _c6 i I1 d. HEAVY TRAFFIC, SOILING, STAINING OR CORROSION xt` �- e. CONTACT BETWEEN INCOMPATIBLE MATERIALS .,, • \I 1 I f, THEFT OR VANDALISM -` -�\ \ EXISTING 12' GATE TO REMAIN 1( 1 I \\ • 1 1 PROJECT INFORMATION 1. Scope of Work: ;A ;\ / I The puryose of the drawings is to illustrate the new installolim of 411111 �, the following: EXISTING ABOVE GROUND \ \ , I - - 6'x10' -0' (75± SF) prefabricated wireless telecommunication enclosure \ 7' ICE BRIDGE TO REMAIN \\ /,, ; vacant pipe masts on as existing with one (1) wall mounted electrical load center within the existing fenced compound EXISTING WATER TANK SUPPORT , -Three (3) pond s it antenna (transmit and receive mounted to the existin \ `.. / z t a took ) g LEG AND RO(4)NE, EACH TOTAL FOR i g w \\L FOUR (4) EACH TOTAL - — � 2. Applicant: 3, Fnaineer of Record: EXISTING 140'± `WATER TANK ON FOUR (4) — Nextel Communications James H. Fahey, P,E., SE, CONCRETE FOOTINGS, SEE SHEET C -3 FOR O ne North Broadway Structural Consulting Services, P.C. ELEVATION AND ANTENNA`MOUNTING INFORMATION. ' White Plains, NY 10601 67 Federd Rmd 0!..._.1111i■44 Brookfield, CT 06804 EXISTING 1�'w COAX CABLES AND NEW Ir. C EXISTING GRASSY AREA � 4, prmertv Ownc 5. Property Contact: COAX CABLES ROUTED ALONG UNDERSIDE OF 99 M reef 584 - 8457 Of Governments (413 2 ISSUED FOR FlL3NG 12/75/08 EXISTING ELEVATED PLATFORt ON EXISTING Northampton, MA 01060 WATER TANK, MOUNT NEW CABLES TO EXISTING t / i ISSUED FOR REVIEW 12/5/06 CABLES WITH S.S. CLIPS. PAINT ALL NEW ` EXISTING GRASSY AREA Dat 6 . Ste a: CABLES TO MATCH EXISTING WATER TANK, , ..I Street Address: 222 River Road No 1854.16 OR REVISION DATE Leeds, MA 01053 • Mop: 5 No use, reproduction or dissemination may be made of this drawing sa Lot: 1 and the concepts set forth without the prior written consent of . \ Zoning District: RR (Rural Residentiol) Structural Consulting Services, PC. Copyright ©2006 Municipality. City of Nathamplon, MA Existing Use: Telecommunications Faddy PROJECT TITLE Proposed Use: Telecommunications Facility SITE: MA5998 (BS33XC084) NEW IDEN ANTENNA MOUNTED TO WATER TANK, TW. FOR THREE (3) TOTAL Approximate Latitude: W7 2' 42 3 2 (HAD 83 NORTHAMPTON VA Approximate Longitude: W72' 42' J2' (HAD 83) Approximate Ground Elevation: 526 feet (NAND 88) EXISTING COMA ANTENNA MOUNTED TO WATER 7. Notes: 222 RIVER ROAD TANK TO REMAIN. TIP. FOR SIX (6) TOTAL GRAPH /C SCALE 1.) New features labeled as such; all 6se existing. LEEDS, MA 01053 2.) Information and existing features shown hereon were token from limited field 10 0 5 10 20 measurements and existing drawings of the properly and water tank on file with the City of Northampton. 3.) The new use is m mice nned and will be visited approximately a month for DRAWING TITLE mointenance purposes; therefore the site is not anticipated to generate additional noise, fumes, vlLrations o traffic. APPROVALS' fu No adddianal park ¢ required for the new use as this is an unmanned site. APPROVALS: 5.) No solid or liquid waste will be produced by the new use as this is on unmanned site; therefore, no water or sewage facilities ore required for the new use, ENLARGED PART SITE PLAN, MN 13 ;' 'n ON FEET) LANDLORD: DATE 6,) There will be no commerdal or retail signs, nor Special lighting required for the new MAPS, DETAILS AND NOTES iii m ,, use. 7,) Fire protection and security provisions mil include remote monitoring of the subject NEXTEL RF ENGINEER: DATE: Site. OENLARGED PART SITE PLAN OPERATaNS: DATE: SCALE PROJECT NO. DRAWING NO. SCALE. 1" = 10' -0" AS NOTED NEXCO25 NEXTEL CPM: DATE: DRAWN BY DATE BOGS 71/80/06 C-2 CHECKED ar RD CF5: DATE: *IF S STRUCTURAL C CONSULTING i ` J EX ISTING WOODED" S SERVICES, P.C / ? 67 FEDERAL 06804 I, RAL ROAD, SUITE A8, X:203. 753670 CT E , —� j _ TEL: 203.740.7578 FAX: 203.7753670 �� i ! , CLIENT ENT 1 EXISTING TREE LINE, TYP.' , Sprin Sprint �E %ISRNG BUILDING 1 _ _ J - / -_ -� � \ \'i Together with NIXiEL i J ' EXISTING COMPOPUND TO BE S- 1 ODIFIED 1 NORTH B'WAY WHITE PLAINS NY � C -2 AND S-1 \ AS PER SHEETS t ___ _ , I �� � � I 0 �\ E \\ � -- EXISTING 14a WATE TANK I / \ I -- �, FOU (4) CONCRETE FOOTING S % ' \ \\ F J ' \ I \ I I 7 i 1 / SEAL � b �, I I I % � OF A "sue i y � "�' / ! 1� �� 1 I I 1 ; q. / / I I [ i i 1 I fry •' 6 I \ ��� n ( EXISTING BUILDING / I I li / l I, T3: �. 1 � t SEE SHEET C-2 6R ENLARGED PART SR PLAN I v i I / I / .'3 v -• � '� I ) i % I ''3y YV' +' I I i / X \ � 1 � - EXISTING GRASSY AREA ( I l I / l / l \ ' I I I / / REFERENCE / I TITLED "SITE PLAN. COAIPOUND PLAN AND LEGEND" AS \ ENTITLED I I I ; / PREPARED FOR SPRINT PCS BY URS G WOODWARD I 1 I CLYDE A -E -S; 500 ENTERPRISE DRIVE, ROCKY HILL, CT; l _ I / (860) 529 -8882: LAST REVISED 09/1/99. I I AS T CRAWS. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SET OF CONTRACT DRAWINGS WITH ALL CONSTRUCTION REVISIONS AND /OR MODIFICATIONS I, DENOTED WITH RED PENCIL THESE DRAWINGS HILL BE CONSIDERED THE CONTRACTOR'S AS GUILTS. FINAL PAYMENT WALL NOT BE MADE UNTIL � DRAWINGS ARE RECEIVED BY THE ENGINEER 2 ISSUED FOR FILING 12/15/06 �� NOTE: 1 ISSUED FOR REVIEW 12/5/06 �\ �� � AFTER COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL � RESTORE ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. Nn ISSUE OR REVISION DATE ' ���� /�\ � �� \ No use, reproduction a dissemination may be mode of this drawing v --- _ � and the concepts set forth without the prig written consent of V PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL Structural Consulting Services, PC. Copyright ©2006 � - EXISTING UNDERGROUND UTILITIES, WATER PIPES. ETC. WITHIN THE VICINITY � , \ \� �� \ OF THE PROPOSED WORK AND CALL "DIG SAFE" OF MASSACHUSETTS \� \ (1 -888- DIG - SAFE). CONTRACTOR SHALL COMPLY WITH ALL GOVERNMENTAL, PROJECT TITLE \ \ \ - \ ----, LOCAL AND OSHA RULES AND REGULATIONS REGARDING EXCAVATION � '� OPERATIONS AND PROCEDURES, ALL EXCAVATION SHALL BE DONE MTH SITE: MA5998 (BS33XC084) \ EXISTING UU INTERFERING MTHNIHEENPROP05ED OF ANY SHALL NORTHAMPTON VA NOT PROCEED UNTIL FORMALLY DIRECTED BY THE ENGINEER. 222 RIVER ROAD 4 GRAPH /C SCALE LEEDS, MA 01053 30 0 15 30 60 DRAWING TITLE APPROVALS: SITE PLAN ON (EEO LANDLORD: DATE: 1 inch .. 10 /t. '''1I EXISTING BUILDING MN 13 ' TN NEXTEL RF ENGINEER: DATE: O SITE PLAN SCALE: 1" = 30' -O" OPERATIONS: DATE: SCALE PROJECT NO. DRAWING NO. AS NOTED NEX0025 Kra GPM DATE: DRAWN BY DATE BG/GS 11/30/06 C ■ 1 \ki CHECKED BY 11 GD CPS: DATE: .11 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD, BROOKFIELD, CT 06804 • Sprint ® TEL: 203.740.7578 FAX: 203.775.5670 TM APPROVALS: LANDLORD: DATE: NEXTEL RF ENGINEER: DATE: Togetherwith NEXTEL OPERATIONS: DATE NEXTEL CPU: DATE: GD CFS: DATE: SITE #: BS33XC084 PROJECT CONTACT INFORMATION: GENERAL DYNAMICS SITE SITE 1D. MA5998 GENERAL DYNAMICS CONSTRUCTION MANAGER: JAMIE ANDREWS (860) 716 3032 QUISITION MANAGER: DANIEL GETCHMAN IDEN RF ENGINEER: MARK AC BRAUER (860) 883 8119 OPERATIONS MANAGER: TIM BARKER SITE ACQUISITION AGENT: JOE TASSONE, JR. (585) 330 1919 TELCO CONTACT: SITE ID: MA5998 - NORTHAMPTON VA ELECTRIC CONTACT: 222 RIVER ROAD, LEEDS, MA 01053 LANDLORD /SITE CONTACT: HAMPSHIRE COUNCIL OF GOVERNMENTS (413) 584 -1300 INDEX OF DRAWINGS f '' � �� ,- , � , a ,, . ,,,,,,,,=,,, C -1 SITE PLAN " : . '° . :. ��� 4" �. C -2 ENLARGED PART SITE PLAN, MAPS, DETAILS AND NOTES ! : , , ,, city -'. ' ' � C -3 ANTENNA & CABLE SCHEDULE, SITE ELEVATION, DETAILS AND NOTES 5-1 ENCLOSURE MOUNTING PLAN, DETAILS AND NOTES , ii, - - ;,:;404,04,:, ,:.:,11,:,1,V4riti.,-- E -1 ELECTRICAL DIAGRAMS, DETAILS AND NOTES `%A � E -2 ELECTRICAL SPECIFICATIONS AND GROUNDING DETAILS ,, ` . Y F I * rr * y } t 3 I p j 5 E l i t JAMES S l i 1111 ,: t: 1,; ,7.17, _ i , :7. li, J,,,,:!;t, 1:L\:;,fi.A/:.,erAAV„,t:ttoy)lfti.1 ii iMulle.41k, .*,:llrk..- , to 1 4 4,4,‘ I SITE DATA: P..Y °� ,� t , � i �� $ #� � ' � .� �` = R Street Address: 222 River Rood f ! � � I ; . ' , , Leeds, MA 01053 4 1 1 Ma 5 qq}' yqyq Lot: 1 Zoning District: RR (Rural Residential) Municipality. City of Northampton, MA Existing Use: Telecommunications Facility SITE LOCATION Proposed Use: Telecommunications Facility Approximate Lotitude: N42' 21' S2" (NAD 83) Approximate Longitude: W72' 42' 32" (NAD 83) Approximate Ground Elevation: 526 feet (NAVD 88) r , y p 1 NTE CONSULTING LLC To: Louis Hasbrouck City of Northampton Building Dept. From: Tina Lopez Date: January 16th, 2007 iA RE: Building Permit application for Sprint's proposed modification to existing site located on 222 River Road, Leeds, MA 01053. Please find enclosed a Building Permit Application on behalf of Sprint. I also enclosed the following items as part of this application: 1.) 2 sets of plans 2.) Owner's Consent dated July 21, 2006 3.) Check in the amount of $225.00 4.) Certificate of Insurance and Workman's comp. 5.) Copy of the Contractor's license. Please do not hesitate to give me a call if you have any questions or need further information. T . - k you! / T' opez Consultant for Spri 551 - 998 -3519 445 Third Avenue > Lyndhurst > NJ > 07071 > tlopez@highpointellc.com File # MP -2007 -0069 APPLICANT /CONTACT PERSON HIGH POINTE CONSULTING ADDRESS /PHONE 13 NEW NETHERLAND WAY (585) 330 -1919 PROPERTY LOCATION 222 RIVER RD MAP 05 PARCEL 001 304 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT FeePaid Z' Building Permit Filled out Fee Paid Typeof Construction: ZPA - ADD 3 SPRINT ANTENNAS New Construction Non Stnuctural 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 INFORMATION 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 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. 4 ACORD W CERTIFICATE OF LIABILITY INSURANCE 9/2 Y) PRODUCER Phone: 210 696 - 6688 Fax: 210 696 - 8414 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION IBTX Risk Services - San Antonio ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5844 Rocky Point Drive HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. San Antonio TX 78249 INSURERS AFFORDING COVERAGE NAIC - - INSURED — — — ItJSU- RER - - A: Zurich - American - Insurance - Co -- — ' -- — CCI Telecom Inc; Contemporary Constructors Inc INSURERS: Federal Insurance Co 20281 Berkshire Wireless; Integrated Solutions Inc. INSURER C: Am Guarantee and Liao Ins Co P.O. Box 790848 Zurich American Ins Co of ILL San Antonio TX 78279 -0848 INSURER D: INSURER E: 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. INSR ADD'L POLICYNUMBER POUDYEFFECTIVE POLICY EXPIRATION LTR iNSRD TYPE OF INSURANCE DATE (MMIDD/YY1 DATE IMMIDD/YYI LIMITS A GENERALUABILITY CPO 3994258 03 6/30/2006 6/30/2007 EACH OCCURRENCE $ 1, 000, 000 X COMMERdAL GENERAL LIABILRY DAMAGE TO RENTED 3 0 0 , 0 0 0 - - � � + - PREMISES(Eeoccurence) $ l CLAIMS MADE - OCCUR - - - MED EXP (Any one person) $ 10, 000 PERSONAL & ADV INJURY $ 1, 000, 000 GENERAL AGGREGATE _ $ 2,000,000 BEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG_ $ 2,000,000 • I 7 POLICY 1 784 n LOC D AUTOMOBILELIASILrrY TAP 3994259 03, 6/30/2006 6/30/2007 COMBINED SINGLE user $1,000,000 X ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY — SCHEDULED AUTOS (Par person) $ I X HIRED AUTOS BODILY INJURY $ X NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY- EA ACCIDENT $ — -H ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ C X 11 OCCUR AUC 5065623 02 6/30/2006 6/30/2007 EACH OCCURRENCE $ 10, 000,000 " I OCCUR l I CLAIMS MADE AGGREGATE $ 10 , 0 0 0, 0 0 0 $ ---- DEDUCTIBLE $ _ X RETEM70N $10,000 $ A WORKERS COMPENSATION AND WC 3994261 03 6/30/2006 6/30/2007 X 1rnRvTIMrm I IoFR EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $ 1,000,000 • ANY OFFICER/MEMBEREXCLUDE PROPRIETOR/PARTNER/EXECUTIVE 1 0 0 0, 0 0 0 EL DISEASE - EA EMPLOYEE $ r Ups, describe under SPECIALPROVISIONSbelow E.L. DISEASE - POLICY LIMIT $ 1,.000, 000 B yo OTHER 0662 -29 -17 6/30/2006 6/30/2007 Leased /Rented 750, 000 Inland Marine Policy Installation Cover 2,500,000 Cov 5 Storage Loc 2,500,000 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Project: MA -5998 Northampton VA 222 River Road Leeds, MA 01053 City of Northampton is Addl insd on all policies except Workers comp and Waiver of Subrogation is applicable on all policies in' behalf of Certificate holder if required by written contract. CERTIFICATE HOLDER CANCELLATION • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED City of Northampton BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER Y mP WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE . 210 Main Street CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO Northampton MA 01060 SHALL IMPOSB NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) © ACORD CORPORATION 1988 I • ✓ge a�✓1 cadwoe& BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR T Number: CS 071466 ; Birtladate: 04/14/1964 ._ Expires: 04 /14/2007 Tr. no: 11953 Restricted: 00 DENNIS W TEICHERT 39 VELMA AVE PI7TSFIELD, MA 01201 Commissioner 00 - 35,000 cf enclosed space (MGL C.112 S.60L) 1A - Masonry only • 1G - 1 & 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license_ DIG SAFE CALL CENTER: (888) 344-7233 'HAMPSHIRE CARE Fax:413- 585 - 8735 Jul 26 2006 16:23 P.04 7 ,-- .w NTti1JtWoNatq Yin N xtmOir,CM,SA,OP3) i 617 VS' -- s GD' -4r - '4 APPRdk. N42' 2r' 39' (NAOe3) 11 ':Aj lrorgl: _,, AFPROMLEINGITUDE: W77 42' 7' (kAD83) �� APPROX.CROUND ELEVATION: S30' AMSL TOP OF E> dSTTr( G WATER TANK ELEV. 140.0 ALL i d , CENTERLINE OF EXISTING, PROPM 1 AND FtEPI,ACED PANEL ANTENNAS _ _ _ _ 1 _ _ I ELEV. 1Z4O'± AGL 1 i &5'T1Nfi (6) PANEL ANTENNAS AND (7) - - j VAUNT PIPE MASTS TO DE REPLACED WITH (9) PANEL ANTENNAS TOTAL • TOP OF EXIST1NI3 PLATFORM t` r4rrwww�w�r EL 10B.o'fi AOL E 1 3 ETESDNG ELEVATED PLATFORA, EXISTING t40'i WATER TANK I ECSTTNG•AND PROPOSED CABLES ROUTED ON + - 'SA3THWf5T WATER TANK LEG BEYOND UP To i UNDERSTITE tr PLATFORM AND UP HALL OF TANK TO &EYA11ON of EXISTING. PROPOSED AND . • REPLACED PANEL ANIMAS- NEW AND REPLACED CABLES TO BE PAINTED TD MATCH WATER TANK. EXISRND CPS ANTENNA sErONO MOUNTED TO WATER TANK FRAME TOP OF EXISTING GP3 ANTENNA ELEV. 50.0'# AOL 4 i . EXISTING CALIiE IIREJOE W/ EXISTING AND PROPOSED AJDIT10NAL %CADLC9' FROM EXISTING JCE • CANOPY ID SOUTHWEST LEO OF WATER TANK &OTNG COMPOUND SLINRCIITNOED BY I E7IS f NG 7'- 8 ' ± RIM M A I N LNK FENCE in { a;LEY, t ACL / eZt * AMSL I. 4310 EAST TE ELEVATION SCALE: 3 64 , 1' —D" u u ' aea w • ' S STRUCTURAL Sprirre > , C MF 44 CONSU LTING �T� /' 1 Tt>Rdhen�d/1etKI t Iasu[o ►CR kM Y/!/00 - o V 1 lJ LT �7 1 NOR1H BROADWAY WHrrW PLMV� NY n= iaxdc cR sraN pAtc SERVICES J..C. sr zlvr rD: sss3XCOM LE-3 - . Nt~N'I'C . W. PIA5998 LEASE EXHI I1T Nam Of tiEDE,TLLbROAD, SUS A.8, BROOKFIELD, CT 06804 HQBART 2 . p3. 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MAME OF USW to SEE MEET LE-3 FoY DETAILs. WIER TANN HAT C r••0 i APP ROVAM 8 1--... Span! %Min On %Ad (RF.O4SP,OP5) ' GO tF2 2 PART SITE PLAN . to • Go sk SCALE 3/32 U. .14911:101: . , kizirt 'MOW Int — . raerei rar=r4167 1 MEM :Cr S STRUCTURAL SPRINT ID: 5533Xa184 . EMI wer....i a sow Ikarge Soin, r ., — CD . • NEKTEL ID: MA5998 a 1111111 411* 81" IND . HOE3ARS 2 illi MB ' Illill C CONSULTING Sprint , S SERVICES, P.C. , Rgethervaii Wag- DNI PPA5R ROAD. ' I me II LEASE OF BC-SIBIT irEMB (1 3] • LENDS, IAA 170353 WtE1114 67 MEDAL ROAD, SUM AP, IfROOKFIE10, MON I Now er ea, inn roma my . illIllr '.r "" 111.4103.7M.Z78 ME 153 .775.5106 his fiSZ M. WAS% DM - warn ASO • jec ...--- 'O '' ...PCP: 6 . ' HAMPSHIRE CARE Fax:413-585-8735 Jul 26 2006 16:22 P.01 i A i , 0 , 4, f , e; 4 :4 , , ; ,k .;,;,' -00:i i V, '''1.1t.• ' k ' ? ! +- t 4.7., i,9 „,, - p.-,' • '; -'', :TT: July 21, 200 Hampshire Council of Governments Pennington Geis, Council Administrator Mt Mr. Tom Hanley Old Courthouse, 99 Main Street Northampton, MA 01060 &abject: Owners Consent- Site MA5998 / BS33XC084 / 222 River Road Leeds CT 01053 Dear Ms. Geis: High Pointe Consulting is a contractor for Sprint Spectrum LLP (dba Sprini). In order to maintain Sprint's comnitment to the highest standards of service and technology, Sprint will teed to provide maintenance to the equipment at the above referenced site. ; Pursuant to the Lease between Sprint Spectrum LLP (dba Sprint) an4 The Hampshire Council of Governments, your consent is required for any modification to the site. Attacied, are a copy of the drawings fin your review and reference. Please indicate your consent by signing belo* and return this letter to me at the 'address below. If you have any questions please call 585-330-1919. Please send all cotTesporidence to: • Joe Tassone Jr. High Pointe Consulting, LLC 13' New Netherland Way Clifton Park, NY 12065 Ph: 6.313-1919 Pai: 530-21+4632 1 " 131Loa • Sincerely, Joe Tassone Jr_ Cpnsultant for Sprint 1, Pennington Geis hereby consent to and approve the attached Lease Exhibits', 1 (Plans) created by SCS on July 5, 2006. Upon your execution of this document the original Exhibits currently attached to the Lease Agreement executed on May 5, 2000 will be removed in their entirety and reiilaced with the LE's attached hereto and libeled 41, LE2, LE3. .0.0 —qv Signature: P ingtont s, Council Administrator ; / Date: - T . . 4 Versionl.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No ./ SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT poker '5 Cat Z44.4 IV ft14CL 1, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 1, - -- a—g 40 , as Owner /Authorized Agen -reby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge elief. Signed under the pains and penalties of perjury. LOV Print Name I - -- — - , - 1/i 107 Signature of Owne gent / j — 0 Date SECTION 12 - CON RUCTION SERVICES l►1 - I juy L coae t 41, 10.1 Licensed Construction Supervisor: Not Applicable Name of License Holder License Number Address Expiration Date Signature Telephone SECTION 13 - WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) ..._—) kt..1 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 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: Juwt5 caLati Not Applicable ❑ Name (Registrant): Q �� r C W �t0� (P r 7 f 1`0032. _ 00 V Ct �-�t Q � Registration Number Address 203 __ .075 .7 pi ration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature 'r Telephone Expiration Date 9 .3 General Contractor CILA1 O Llczv , q det Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone . • e Versionl .7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size n► CAgou1 c{gv _ -- co resketM AS IS Frontage Setbacks Front Side L: ____ R: L: R: Rear Building Height E A s u°t C o al To f ' r AMI.vl AS IS Bldg. Square Footage Open Space Footage (Lot area minus bldg & paved l parking) ki ,tlt V tii # of Parking Spaces NIA N Fill: N (i4 N t (volume & Location) A. Has a Special Permit /Variance /Fi di . ever been issued for /on the site? NO 0 DON'T KNOW ill YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Re istry of Deeds? NO 0 DON'T KNOW YES 0 IF YES: enter Book Page! and /or Document # 5 B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: C. Do any signs exist on the property? YES 0 NO 0 IF YES, describe size, type and location: 9 D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, gradin. e cavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO ill IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Version1.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ❑ Brief Description Enter a brief description here. Of Proposed Work: SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly A -1 ❑ A -2 ❑ A -3 ❑ 1A 1 ❑ A -4 ❑ A -5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B 1 ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C I ❑ H High Hazard ❑ 3A ❑ 1 Institutional ❑ 1-1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ S -1 ❑ S -2 ❑ 5B I ❑ U Utility ❑ Specify: L M Mixed Use ❑ Specify: S Special Use Specify: mat smiAlMtois t f s Prini a DISTIkq ta'`'` tit COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing Use Group: (f.flrisNA4NtCCJ [ a roposed Use Group: C AN'►WAK¢ s fGG4�t 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) SV 4 eX.St1� Cd &9OL licLtl, O Ah�"tzkiia to 1St 5t . 1St eKISNf7� S t'� 2nd 2 nd 3rd 3rd 4 4 4 th 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: N` R 7.3 Sewage Disposal System: Ntitt Public ❑ Private ❑ 6/ , A Zone Outside Flood Zone Municipal ❑ On site disposal system❑ s . f Versionl.7 Commercial Building Permit May 15, 2000 Department use only City of Northampton Status of Perm : Building Department Curb Cut/ Driveway Permit_R.._....�._ ...._._.� 212 Main Street Sewetic Avltleblity__�_�____ Room 100 Water/We / Sep ll 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: oda eAver IL pp.O Map Lot 'P` Unit eLt S / 0 Zone Overlay District Elm St. District CB District SECTION 2 PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: • liktk . SV► r� cau.ul f JtYvI. °� 1atn S r t ; Arartt,c , gyp n M 19 Name (Print) Current Mailing Address: c b f 06 0 0.113) 58 (3c� Signature Telephone 2.2 Authorized Agent: Tv l,oY 2 1 (4 lour ct Aire h( hvllti+�,t' t <w Name (Print) C urrent Mailing Address: r C GS t) 9 3S( i O `1J') L Signature _ _ _ Telephone SECTION 3 - ESTIMATED CONST ` CTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 +4 + 5) U l /S' C heck Number � ��( j � , ,P.- This Section For Off icial Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2007 -0719 APPLICANT /CONTACT PERSON HIGH POINTE CONSULTING ADDRESS/PHONE 13 NEW NETHERLAND WAY CLIFTON PARK (585) 330 -1919 PROPERTY LOCATION 222 RIVER RD MAP 05 PARCEL 001 304 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid aTh ' Typeof Construction: _ ADD 3 SPRINT ANTENNAS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 071466 3 sets of Plans / Plot Plan THE FO 'LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFgIt1VIATION 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 Commis . n .—..../ e......e. ∎- 2 Signature of Building Official Dat 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. BP- 2007 -0719 GIS # COMMONWEALTH OF MASSACHUSETTS u4 .t CITY OF NORTHAMPTON Lot: -304 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ANTENNA TOWER BUILDING PERMIT Permit # BP- 2007 -0719 Project # JS- 2007 - 001009 Est. Cost: $45000.00 Fee: $225.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: DENNIS W TEICHERT 071466 Lot Size(sq. ft.): 0.00 Owner: HAMPSHIRE COUNTY Zoning: RR Applicant: HIGH POINTE CONSULTING AT: 222 RIVER RD Applicant Address: Phone: Insurance: 13 NEW NETHERLAND WAY (585) 330 -1919 CLIFTON PARKNY12065 ISSUED ON:1/22/2007 0:00:00 TO PERFORM THE FOLLOWING WORK:ADD 3 SPRINT ANTENNAS 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 1/22/2007 0:00:00 $225.001771 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo