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HomeMy WebLinkAbout10 Old Hyannis Road - 11 - Electrical DetailsSCALE: 1=1 �a v COD\73\RBA663E4.DWG 8/4/99 DR 5/8" x 10'-0" COPPER CLAD GROUND ROD (TYP.) TIS -_.._..—. NOTE 5 f 1 I 1 EOUIPMENSUPORT FRAME 1 NOTES 1. COMBINATION SERVICE ENCLOSURE WITH 2O0A METER SOCKET AND 20OA/2P CIRCUIT BREAKER FOR SPRINT PCS EQUIPMENT. 2, COMBINATION SERVICE ENCLOSURE WITH 2O0A METER SOCKET AND 200A/2P CIRCUIT BREAKER FOR FUTURE CARRIER. 3, COMBINATION SERVICE ENCLOSURE WITH 100A METER SOCKET AND 100A/2P CIRCUIT BREAKER FOR FUTURE CARRIERS. 4. 12" x 12" x 4'-0" LONG WEATHERPROOF HINGED -LOCKABLE TROUGH. 71 METER BANK E1 NO SCALE BILL OF MATERIALS ITEM # RPN DESCRIPTION QUANTITY (eoeh) O1 11/4" sch. 40 x 18" LG. MIN SS OR GALV. PIPE 1 O PLATE 1/4" x 41/4" x 161/4" LG. GALV.(A-36) 1 O STD. U—BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS AND WASHER, GALV. 2 O STD. U—BOLT FOR 2" PIPE W/ DOUBLE HEX NUTS AND WASHER, GALV. (SEE NOTE 3) 2 GPS ANTENNA (SUPPLIED BY LUCENT) II CABLE TO PIPE CONNECTOR BURNDY TYPE GAR TC y2 AWG BCW ( 2 PLCS) 2 (TYP 2 PLCS) E MOUNTING//,TILT HOLES FOR ADJUSTMENT BRACKET PLATE ', ' (D � .•...w•P 7/8" 7/16" x 7/8" SLOTTED HOLE FOR 2"0 PIPE 11/400 PIPE I GROUNDING KIT NM: OVERSIZE U -BOLT PROVIDED —� TO ALLOW t 2' TILT/ADJUSTMENT TO 2 HOLE LUG (TYP) f goI ACHIEVE TOLERANCE. 0 1/2"0 COAX CABLE 7/16" x 27/8" SLOTTED HOLE t FOR 200 PIPE U -BOLT WITH PLATE 1/4" PK DOUBLE NUTS AND WASHERS. (TV.) MOUNTING BRACKET PLATE y2 AWG BCW I MINIMUM BENDING RADIUS PER MANUFACTURER'S STANDARD CIGBE , GROUND BAR' y6 AWG GROUNDING KIT #2 AWGCABLE (PROVIDED WITH KIT) INSULATED GREEN ��•--"""—TO MIGB GPS ANTENNA MOUNTING BRACKET GEOSTATIONARY POSITIONING NO SCALE REV. e o o e o e 60EC 6EC PCS GROWTH GROWTH • BATTERY e • DWER • BACKUP CBINET CDMA MINICELL CABINET Nt CABINET #2 e e 7/8" 7/16" x 7/8" SLOTTED HOLE FOR 2"0 PIPE 11/400 PIPE I GROUNDING KIT NM: OVERSIZE U -BOLT PROVIDED —� TO ALLOW t 2' TILT/ADJUSTMENT TO 2 HOLE LUG (TYP) f goI ACHIEVE TOLERANCE. 0 1/2"0 COAX CABLE 7/16" x 27/8" SLOTTED HOLE t FOR 200 PIPE U -BOLT WITH PLATE 1/4" PK DOUBLE NUTS AND WASHERS. (TV.) MOUNTING BRACKET PLATE y2 AWG BCW I MINIMUM BENDING RADIUS PER MANUFACTURER'S STANDARD CIGBE , GROUND BAR' y6 AWG GROUNDING KIT #2 AWGCABLE (PROVIDED WITH KIT) INSULATED GREEN ��•--"""—TO MIGB GPS ANTENNA MOUNTING BRACKET GEOSTATIONARY POSITIONING NO SCALE REV. I I : NOTE 4 I I I ._..y� Q --NOTE 3 I I I I I I I I I I PPC CABINET -•--_� I I I I I I I I I I EXOTHERMIC WELD FIND TOI GROUND CONDUCTOR (TYPJ -] 4'x1/4"x LENGTH REQUIRED TINNED COPPER MAIN GROUND BAR (MGB). NOTES: 1. ENLARGED MIGB IS SHOWN FOR CLARTY TO DEPICT THE REQUIRED CONDUCTORS TO THE BAR. 2. LOCATION OF THE MIGB'S TO BE DETERMINED IN FIELD AND MAY BE LOCATED AND SUPPORTED AS CLOSE TO EQUIPMENT AS FEASIBLE & PRACTICAL TO ACHIEVE THE DESIGNED CONFIGURATIONS. 3. 12 AWG SOLID TINNED BARE COPPER CONDUCTOR FOR EQUIPMENT ENCLOSURE BOND 15' MAX. (TYP.) 4. COMPRESSION TYPE TWO -HOLE LONG BARREL GROUNDING FITTING, 0.75" O.C. LUGS (FOR #2 AWG SOLID COPPER CONDUCTOR). 5. g2 AWG SOLID TINNED BARE COPPER, GROUND CONDUCTOR. 6. FOR NUMBER OF GROUNDING RODS REQUIRED REFER TO SPECIFICATION 16000 & SSLP REQUIREMENT. 69-5 EQUIPMENT GROUNDING – FRAME SUPPORT E1 I NO SCALE FOR. ORIENTATION SEE PLAN REV. Ao NOTES: ` 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END, THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED, THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE SUPPORT STRUCTURE USING U—BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE MOUNTING PLATE USING THE OVERSIZE U—BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS CRITICAL CLOUGH, HARBOUR- rint S ectrurri LP L—_A& ASSOCIATES LLP YARMOUTH, PROSPECT HILL WATER TANK 5�.. P , CROSSROADS CORPORATE CENTER DRAWING COPYRIGHT ENGINEERS, SURVEYC3PG, PLANS YARMOUTH WATER DEPT. 1 INTERNATIONAL BOULEVARD SUITE 800 © 1999 IS LANDSCAPE ARCHITECTS 171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090 OLD HYANNIS ROAD/ PROSPECT HILL MAHWAH, NEW JERSEY 07495 6� �9 YARMOUTH, MA. 02664 BOSTON MTA N0. DATE P.O. Box 626 413-746-0796 CHA Project No. 7472-73 SITE NO.: BS23XC663B2 SCALE AS NOTED - - - - - -- _ 5 4. ` 3 THREADED WELL CAP W/LOCK INSPECTION HAND HOLE HAND \ 00 REINFORCED CONCRETE' ? OR PVC CLEAN SAND . FILL RING GROUND #2 AWG BCW. HEAVY DUTY EXOTHERMIC 6" MIN. OR %- WELD TO CASING 6" BELOW FROST d NOTE B 6"0 WELL CASING, SW OR EQUIVALENT (6" I.D., 6-1/2" O.D.) NOTES A. PROVIDE WELL CASING THAT EXTENDS A MINIMUM OF 20'-0" BELOW BOTTOM OF WATER TABLE. EXACT LENGTH TO BE DETERMINED IN THE FIELD. B. FILL ENTIRE LENGTH OF 6" WELL CASING WITH BENTONITE MIXTURE. C. DRIVE CASING USING DROP HAMMER OR APPROVED METHOD. D. DRILL THRU ROCK/BEDROCK AS REQUIRED. ISSUED FOR CONSTRUCTION MOS CMN MSV ISSUED FOR REVIEW OR CMM SW REVISIONS BY CHK APP'D DESIGNED: DR DRAWN: DR e -A—Sprint Spectrum, LIP ELECTRICAL DETAILS JOB N0. r DRAWING NUMBER REV 7472.04.731 RBA663E4 I 1 22 x 34 T' SIZI e o o e o e 60EC 6EC PCS GROWTH GROWTH • BATTERY e • DWER • BACKUP CBINET CDMA MINICELL CABINET Nt CABINET #2 e e e e e o •, ACCA,e =ACCA 77_7 or eACOA e , I I : NOTE 4 I I I ._..y� Q --NOTE 3 I I I I I I I I I I PPC CABINET -•--_� I I I I I I I I I I EXOTHERMIC WELD FIND TOI GROUND CONDUCTOR (TYPJ -] 4'x1/4"x LENGTH REQUIRED TINNED COPPER MAIN GROUND BAR (MGB). NOTES: 1. ENLARGED MIGB IS SHOWN FOR CLARTY TO DEPICT THE REQUIRED CONDUCTORS TO THE BAR. 2. LOCATION OF THE MIGB'S TO BE DETERMINED IN FIELD AND MAY BE LOCATED AND SUPPORTED AS CLOSE TO EQUIPMENT AS FEASIBLE & PRACTICAL TO ACHIEVE THE DESIGNED CONFIGURATIONS. 3. 12 AWG SOLID TINNED BARE COPPER CONDUCTOR FOR EQUIPMENT ENCLOSURE BOND 15' MAX. (TYP.) 4. COMPRESSION TYPE TWO -HOLE LONG BARREL GROUNDING FITTING, 0.75" O.C. LUGS (FOR #2 AWG SOLID COPPER CONDUCTOR). 5. g2 AWG SOLID TINNED BARE COPPER, GROUND CONDUCTOR. 6. FOR NUMBER OF GROUNDING RODS REQUIRED REFER TO SPECIFICATION 16000 & SSLP REQUIREMENT. 69-5 EQUIPMENT GROUNDING – FRAME SUPPORT E1 I NO SCALE FOR. ORIENTATION SEE PLAN REV. Ao NOTES: ` 1. THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END, THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED, THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE SUPPORT STRUCTURE USING U—BOLTS. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE MOUNTING PLATE USING THE OVERSIZE U—BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT IS CRITICAL CLOUGH, HARBOUR- rint S ectrurri LP L—_A& ASSOCIATES LLP YARMOUTH, PROSPECT HILL WATER TANK 5�.. P , CROSSROADS CORPORATE CENTER DRAWING COPYRIGHT ENGINEERS, SURVEYC3PG, PLANS YARMOUTH WATER DEPT. 1 INTERNATIONAL BOULEVARD SUITE 800 © 1999 IS LANDSCAPE ARCHITECTS 171 PARK AVENUE - WEST SPRINGFIELD, MA - 01090 OLD HYANNIS ROAD/ PROSPECT HILL MAHWAH, NEW JERSEY 07495 6� �9 YARMOUTH, MA. 02664 BOSTON MTA N0. DATE P.O. Box 626 413-746-0796 CHA Project No. 7472-73 SITE NO.: BS23XC663B2 SCALE AS NOTED - - - - - -- _ 5 4. ` 3 THREADED WELL CAP W/LOCK INSPECTION HAND HOLE HAND \ 00 REINFORCED CONCRETE' ? OR PVC CLEAN SAND . FILL RING GROUND #2 AWG BCW. HEAVY DUTY EXOTHERMIC 6" MIN. OR %- WELD TO CASING 6" BELOW FROST d NOTE B 6"0 WELL CASING, SW OR EQUIVALENT (6" I.D., 6-1/2" O.D.) NOTES A. PROVIDE WELL CASING THAT EXTENDS A MINIMUM OF 20'-0" BELOW BOTTOM OF WATER TABLE. EXACT LENGTH TO BE DETERMINED IN THE FIELD. B. FILL ENTIRE LENGTH OF 6" WELL CASING WITH BENTONITE MIXTURE. C. DRIVE CASING USING DROP HAMMER OR APPROVED METHOD. D. DRILL THRU ROCK/BEDROCK AS REQUIRED. ISSUED FOR CONSTRUCTION MOS CMN MSV ISSUED FOR REVIEW OR CMM SW REVISIONS BY CHK APP'D DESIGNED: DR DRAWN: DR e -A—Sprint Spectrum, LIP ELECTRICAL DETAILS JOB N0. r DRAWING NUMBER REV 7472.04.731 RBA663E4 I 1 22 x 34 T' SIZI