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Home My WebLink About16401 LAKESHORE DR_ 02-1330 (2)16401 LAKESHORE DR 02 -1330 2 OF 6 ANTENNA ASSEMBLY P/N : 104591 -001 OR P /N: 104591 -003 -` m UNISTRUT P1538A FITTING DRILLED TO MATCH "GPS" HOLES UNISTRUT P1000 N' FEMALE CONNECTOR 20' 11/2" OON CABLE NOTE: 2 TRAY ANTENNA AND ANTENNA MOUNTING BRACKET PCS CDMA MINICELL CPS ANTENNA INSTALLATION GUIDELINE. GENERAL CONTRACTOR TO VERIFY W/ SPR :NT FOR GPS ANTENNA KIT a REQUIREMENTS GPS ANTANNA DETAIL 1 NOT USED sue: 4NONENONE ANTENNA AZIMUTH ANTENNA COAXIAL CABLE CABLE CONDUIT SECTOR MANE /MODEL LENGTH SIZE SIZE SECTOR 100• COMSAT 4 z 100' 7 /8" ON CABLEALPHAPCSSO65 -13 -2 TRAY SECTOR 200• COMSAT 4 z 100' 7/8" ONTO LEBETAPCSSO85 -'3 -2 SECTOR 290. COMSAT 4 z 100' 7/8" ONE LEGAMMAPCSSO65 -13 -2 GPS N/A LUCENT COAX CABLE SCHEDULE 2 NOT USED 5 N NOT USED 3 NOT USED gN t Spri nt PCS " 4883 CHASOT DRIVE, SUITF. 100 PLEASANTON, CA 94588 PROJECT INFORMATION: HIDDEN PINE RV54XC517D 18401 LAKESHORE DRIVE LAKE ELSINORE, CA. 92530 COUNTY OF RIVERSIDE CURRENT ISSUE DATE: 06/11/02 LISSUED FOR: CONSTRUCTION EV.:=DATE:-----1 SSUED FOR: 13Y:= 1 oe /11/02 F ONSTRUCnON, 100% 0 05/10/02 CONSTRUCTION 90x CLANS PREPARED liY: oft &a A AFL Telecommunications wireless Serva fce 12ro AL MM m Pacific 17. Inc aLw (W a1-om C5 DETAILS SHEET NUMBER: REVISION: 300,CA,83 20' 11/2" OON CABLE2 TRAY SSUED FOR: 13Y:= 1 oe /11/02 F ONSTRUCnON, 100% 0 05/10/02 CONSTRUCTION 90x CLANS PREPARED liY: oft &a A AFL Telecommunications wireless Servafce 12ro AL MM m Pacific 17. Inc aLw (W a1-om C5 DETAILS SHEET NUMBER: REVISION: 300,CA,83C5 DETAILS SHEET NUMBER: REVISION: 300,CA,83 J x • BAR 184X 'X 1/4,e ROUTE GROUND WIRE ALONG CABLE I I TRAY I COAX CABLE ALONG CABLE TRAY j- —J II 12' -0' I e, - - -- o OWER CABINETT I I CABINET n I -- -- 1 -- - - -- - - - - -- 6• FLEXANT , I CTTEECABINET 6• MAIN G49UND QAR 4 02 BCW 24' % 4 X 1 4• SEE DETAIL 1 2 NEW 8' -3' X I V -0 E) GROUND ROD CONCRETE PAD yy MAIN SEE DETAIL 2 OROUND RING BURIED 24' M I N, BELOW GRADE Al 5/8.0 X 10" GROUNDING ROD TYP.). SEE DETAIL 44 CADWELD (iYP.) sEE DEraL 3 s E3 GROUNDING INSPECTION TEST WELL (TYP. 2) J SEE DETAIL EQUIPMENT AREA GROUNDING PLAN H ANTENNAS PER PLAN'' QUANTITY /CONFlCURATION VARIES) 1. THIS IS A DIAGRAMMATIC REPRESENTATION ONLY. SEE GROUNDING PLAN FOR SITE- SPECIFIC GROUNDING LAYOUT AND COMPONENTS. 2. SEE GROUND NOTES FOR ADDITIONAL. INFORMAnON. NEW WAVEGUIDE BRIDGE KIT. 7YP. METAL FENCE POSTS, 1%4'%4'X18' PIPE aOLW fIS NEW CONCRETE SLAB WHERE APPLICABLE) 12WQ BFCIM O RADIO RADIO POYIER BATTERY TELLCCO ELECTRICAL CT M lax 0 ANTENNA 2 -HOLE LUG.- CABINET CABINET CABINET CABINET DOIAiE TYP OROUND PoNO (12 soup BARE Uf10'-0' O.C. CADwELD, tYP. TINNED COPPER WIRE) GROUNDING SYSTEM SCHEMATIC FPO 6TM 4D TEST OF 2) 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS AND CONSTRUCTION ACCORDING TO SITE CONDITIONS. 2. ALL GROUNDING CONDUCTORS: 12 AWG SOLID BARE TINNED COPPER WIRE UNLESS OTHERWISE NOTED. 3. GROUND BAR LOCATED IN BASE OF EQUIPMENT WILL BE PROVIDED, FURNISHED AND INSTALLED BY THE VENDOR. 4. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE. ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE. S. GROU(ID RING SHALL BE LOCATED A MINIMUM OF 24- BELOW GRADE OR 6 MINIMUM BELOW THE FROST UNE. 6. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 1' -0' FROM EQUIPMENT CONCRETE SLAB. SPREAD FOOTING, OR FENCE. 7. EXOTHERMIC WELD GROUND CONNECTION TO FENCE POST: TREA" WITH A COLD GALVANIZED SPRAY. 8. GROUND BARS: A. EQUIPMENT GROUND BUS BAR (EGB) LOCATED AT BOTTOM OF ANTENNA POLE /OUST FOR MAKING GROUNDING JUMPER. CONNECTIONS TO COAX FEEDER CABLES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. JUMPERS ( FURNISHED BY OWNERS) SHALL BE INSTALLED AND CONNECTED BY EL'- CTRICAL CONTRACTOR. B. MAIN GROUND BUS BAR (MGB) LOCATED NEAR THE BASE OF THE RADIO EQUIPMENT CABINET(S) SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 9. ALL GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. 10. OBSERVE N.E.C. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING. 11, GROUNDING ATTACHMENT TO TOWER SHALL BE AS .LR MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). 21 GROUNDING NOTES 3 A+ L7 S prin! PCS " 4683 CHABOT DRIVE, SUITE 100 PLFISANTON, CA 94588 HIDDEN PINE RV54XC517D 16401 LAKESHORE DRIVE LAKE ELSINORE. CA. 92530 COUNTY OF RIVERSIDE CURRENT ISSUE DATE: 06/11/02 I CONSTRUCTION I REV.: = DATE: — ISSUED FOR: BY 1 06/11/02 CONSTRUCTION, 1001 SJV 0 05/10/02 CONSTRUCTION 9OX RL CLANS PREPARED BY: AFL Telecommunications 1766 OrOrO- 61AR >WA 7r0 Wireless Services 0 I.Ow AL 35M Pacific 17, Inc 661» (tad) 001-0717 Fm (766) *1-3417 0 ®00 D*"M M. 71 ANN 6Y omkw awft avima BRAWN 6Y:— HK.:— ArV.:- DRAWN BY: SJV SJV RL 1 1/`CAICI IRF• 4 Enh 6/30M 7 `0CTx1L ti! OF CAt SHEET TITLE: GROUNDING PLAN SHEET NUMBER: REVISION:— E 2 1 3001CAM HARDER VOPS STEEL -- WELL COVER 24.000t_ 000 I_ 1.600 ---{ FINISHED GRADE 2.000 p Q{ p 1.000 1`1 ON / 4 + j - GREU ACCESS HER OCCURS HARDER PS GROUND 4 { 0 T * * * -0 -0 0 ACCESS W 4 * WHERE OCCURS 0.5620 (e) ® TINNED BAR 0.4370 (52) CADWELD TYPE 1O GROUND RING PER PLAN or MOLD NO. R415W INSULATOR CADWELD TYPE WBKT1 BRACKET GY' MOLD r2 0=1, WELD CONNECTKNI GROUND ROD PER PLAN MANUFACTURER: WARDER 15' -0' TAIL (2 PLACES) GROUND RING /2T TINNED SOLID PER PIAN GROUND ROO PER PLAN GROUNDING WELL 1 GROUND BAR ASSEMBLY (24 ") NONE 4 CONDUIT TO FIGS CONDUIT TRAY CLAMP AS REQUIRED 1.000 1.500 18.000 2 AWC tTCw EE NOTE 1 2.000 E1.000 CABLE TRAY GROUNDING CLAMP GROUND WIRE CONNECTOR 0 -Z GEDNEY TYPE. CTGC \ BURNDY TYPE KSU SEE NOTE 2 1 PLAN GROUNDING CLAMP CONDUIT TO TRAY - 0 -Z GEDNEY TYPE Ir CLAMP O -Z GEDNEY CTGC / TYPE CTC NO. R415OA4 INSULATOR 0.4380 (2) p OM20 (0) 0.422 (10) E) TINNED BARI 'm CABLE TRAY WBKT1 BRACKET c INSULATED GROUNDING FIGS CONDUIT TYPE BUSHING, BOTH ENDS AS REQUIRED THREADED, 0 -Z GEDNEY TYPE HBLG pf0 EttMl¢ WELD CONNECTION SECTION ( 2 6i P/rL TCB 4 41BRFFiP 15' -0' TAIL (2 PLACES) NOTES; 1. GROUND WIRE CONNECTED TO RING GROUND. / 2T TINNED SOLID 2. TYPICAL FOR EACH SECTION OF TRAY. CABLE TRAY GROUNDING 2 GROUND BAR ASSEMBLY (18 ") 5 NO. 2 SOLID SOFT - DRAWN BARE COPPER CONDUCTOR GTC -161T CADWELD CONNECTION WITH C150 WELD METAL NO. 5810, 5/8' X 10' COPPER CLAD GROUND ROD 20 BUS BAR 81 HARDER SSC7T CADWELD MOLD WITH C32 WELD LicTAL WIRE 25' PIGTAIL PEER PUN PROVIDED WITH NO. 2 SOLID SOFT - BUS BAR DRAWN BARE COPPER CONDUCTOR - CADWELD TYPE W TYPE NC' MOLD PCCITIT CADWELD MOLD GROUND WIRE GROUND WIRE WITH C45 WELD METAL PER PLAN PER PLAN N0. 2 SOLID SOFT- GROUND ROD GROUND ROD DRAWN BARE COPPER PER PLAN PER PLAN CONDUCTOR MASTER GROUND BAR & CADWELD CONNECTIONS NM 3 CADWELD DETAILS Mw 6 A*Sprint. Sprint TICS " 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 HIDDEN PINE RV54XC517D 16401 LAKESHORE DRIVE LAKE ELSINORE, CA. 92530 COUNTY OF RIVERSIDE 06/11/02 CONSTRUCTION FOR: 1 06/11/02 CONSTRUCTION, 1OD% 0 05/10/02 CONSTRUCTION 90x RL PREPARED JLAFL Telecommunications Wireless Services 1700 AL 3K42 Pwt k 17, Inc oft* (2" N1-+7 Fa M M1 -3117 BONN Enlilme s, Inc. NOW" d amw 1110w hRied am6w 2101.0" luMlMM r WE DRAWN BY: SJV I SJV I RL PApfESS ry, 4 f En. 6/36/61 • or CAA GROUNDING DETAILS SHEET NUMBER:' — REVISION: E3 1 3001CA183 GENERAL STRUCTURAL NOTES 4nt* Sprint PCS 1, WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL GENERAL SIRUCTURAL NOTES: PROJECT INFORMATION: - BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL 1• ALL WORK SHALL (C IN ACCORDANCE WITH THE ACI JOt -119, ACI 318 -95 16401 LAKESHORE DRIVE NOTES. AND THE SPECIFICATION FOR CAST--IN-PLACE CONCRETE. CURRENT ISSUE DATE: 06/11/02 _j ISSUED FOR: 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 20 BEAMS, OR WAILS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY DAYS UNLESS NOTED OTHERWISE. STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 618 GRADE 60, DEFORMED UNLESS NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF NOTED OTHERWISE. WELDED WIRE FABRIC SHALT. CRFORM TO ASTM A 185 WELDED STEEL ANY ADDITIONAL PIPES, DUCTS, ETC. WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS '0' AND ALL HOOKS SHALL BE 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY STANDARD UNLESS NOTED OTHERWISE. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT UNLESS SHOWN OTHERWISE ON DRAWINGS: THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD SPRINT AND THE CONCRETE CAST AGAINST EARTH ..................... 3 IN. 1 ARCHITECT ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONN WITH THE PERFORMANCE OF WORK ON THIS PROJECI, EXCEPTING FOR CONCRETE EXPOSED TO EARTH OR WEATHER: V LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF SPRINT OR THE ARCHITECT /ETMJNEER. 6 AND LARGER ..........................2 IN. 5 AND SMALLER k WAIF .......................... 1 -1/2 IN. 3/4' CHAMFER (IYP.) 4 O 12' O.C. EACH WAY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: I_ ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS BEAMS AND COLUMNS s' HIGH CONCRETE SLAB DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TD RAIN BY: CHK.: =APV.: DRAWN BY: EFS BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE 5. A CHAMFER 3/4' SFUJL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 3U1 SECTION 4.2.4. 24 Y SITE BY THE ARCHITECT /ENGINEER SH A L NOT INCLUDE INSPECTION OF SUCH ITEMS, J? 7fE 6. ASiM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR RDOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE 5. HOLES TO RECEIVE E (PA'JON /WEDGE ANCHORS SHNl BE 1 B' LARGER IN DWJETER THAN THE ANCHOR BOLT, DOWEL DR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REPAIR WHEN DRIWNG HOLES IN ELEVATED CONCRETE SLABS. I I- _III — I I- _III —_ -III I -I I I -I I I -- I III III —II 8 MIL PO Y VAPOR— BARRIER ICON SOIL) ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 7, USE AND INSTILLATION OF CONCRETE EXRANSION/WEDGE ANCHOR, SHALL BE PER ICBO do 12' 10' 6' - NON - ORGANIC FILL COMPACTED 8. R SHALL BE THE RFSPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. TO BOLL OF MAX. RELATIVE COMPACTION UnUffIES WHETHER allOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. PER ASTM D1157 OR UNDISTURBED S0- 1LSTANDARDTHECONTRACTORSHALLBEMALLEXPENSEOFREPAIRORREPLACEMENTINSTRUCTURALSTEELNOTES: SCARIFY k RECOMPACT TOP 8' CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 1. ALL METAL WORK SHALL BE IN ACCDRaWCE WITH THE SPECIFICATION TO BOX OF MAX RELATIVE COMPACTION PER ASTM D1157 9. DIMENSIONS SFWl TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. GALVANIZED ASTM A36 UNLESS NOTED OTHERWISE. 10, THESE NOTES SWILL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, SECTION 11, ALL ITEMS REMOVED DURING CONSTRUCTION WORK Q E., DRYWALL, PLYWOOD, GRADE A OR A501. GALVANIZED ASTM A36 UNLESS NOTED OTHERWISE. A CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: SHALL CONFORM TO AISC AND AWS DIA. WHERE FILLET WELD SIZES ME NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE A THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVI3gN OF A REGISTERED PROFESSIMIL ENGINEER. RISC 'MANUAL OF STEEL. CONSTRUCTION', 9TH EDITION. 4. BOLTED CONNECTIONS I 11' -0• B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE SWILL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4' 01A) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. THE ARCHITECT/ENGINEER. AND OTHER DESIGNATED PERSONS ALL DISCREPANCIES SHALL BRR0Ot 1ICCFN, TO THE AT OF THE CONTRACTOR FOR 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL ITIUNCORRECTED. THE PROPERCORRECTION; THEN. IF UNCORRECTED. TO THE PHCPER DESGN AUTHORITY AND GRATING MAY USE 5/8' DIA. GALVANIZED ASTM A307 BOLTS U.N.O. THE BUILDING OFFICIAL. THE SPECIAL INS' -OR 3HALL SJBAIIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REWIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE I /4 te' x te' O EACH CORNER APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE I I TOP AND BOTTOM (TYPO WORKMANSHIP PROVISIONS OF THE UNIFORM DUPL)ING CODE. D. COMPLY WITH ALL L Y WECW INSPECTION REQUIREMENTS Im I I tL _ J FOUNDATION PLAN L'lOff: SLOPE CONCRETE SLAB 1% TO DRAIN AWAY FROM EQUIPMENT CABINET NOTES SCALE 1 EQUIPAIIENT FOUNDATION °C"' 2REINNONE. 4nt* Sprint PCS 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: - HIDDEN PINE RV64XC517D 16401 LAKESHORE DRIVE LAKE ELSINORE, CA. 92530 COUNTY OF RIVERSIDE CURRENT ISSUE DATE: 06/11/02 _j ISSUED FOR: CONSTRUCTION REV.: = DATE: — ISSUED FOR: BY: 1 6/11/02 ONSTRUCTION, 100% V 0 05/10/02 CONSTRUCTION 90% RL TANS PREPARED BY: AFL Telecommunications Wireless Services 126b AL Pacl(lc 17, Inc Wo (205) R»1 -o717 Fa (206) 941 -3417 ONSULTANT: RAIN BY: CHK.: =APV.: DRAWN BY: EFS LICENSU m 6u C 054633 rZ*+ Expl_-: _c3 J? 7fE Of CI HEFT TITLE: STRUCTURAL DETAILS SHEET NUMBER:— REVISION: S11 3001 CAI 83 GROUND ROD WITH ACCESS • COMPRESSION, CLAMP, OR DOUBLE 11 GROUND ROD HOLE LUG TYPE GROUND CONNECTION -' - a EXOTHERMIC CONNECTION CADWELD) TO GROUND RING AND COMPRESSION TOGROUNDRODGROUNDHALO L DISCONNECT SW 0• GROUNDING WIRE, DASHED LINE INDICATES UNDERGROUND M UTILITY METER -T - TELEPHONE LINE, DASHED LINE INDICATES UNDERGROUND / \ CIRCUIT BREAKER - -C-- COAXIAL CABLE, DASHED LINE INDICATES -- UNDERGROUND FUSE - - A "- ANTENNA COAX GENERATOR DETAIL REFERENCE DETAIL N0.2 ON SHEET EJ SYMBOLS - ACCA ANTENNA CABLE COVER ASSEMBLY OR GROWTH ( E) METER AWG AMERICAN WIRE GAUGE IGR INTERIOR GROUND RING (HALO) BTCW BARE TINNED COPPER WIRE MIGB MASTER ISOLATED GROUND BAR / C CONDUIT (N) NEW (PROVIDE AND INSTALL CIGBE COAX INSULATED GROUND UNLESS NOTED OTHERWISE) BAR EXTERNAL PCS PERSONAL COMMUNICATION SERVICE CO CONDUIT ONLY PPC POWER PROTECTION CABINET DWG DRAWING PRC PRIMARY RADIO CABINET _ 0 EAT LLECTR CAL METALLIC TUBING PVC POLYVINYL CHLORIDE CONDUIT NEW OR EX. EXISTIN3 RGS RIGID GALVANIZED STEEL GEN GENERATOR RAY RACEWAY CFI GROUND FAULT CIRCUIT S.L.D. SINGLE LINE DIAGRAM INTERUPTER SSLP SPRINT SPECTRUM LIMITED PARTNERSHIP GND GROUND TEL TELEPHONE CPS GLOBAL POSITIONING SYSTEM TYP. TYPICAL _ WP WEATHERPROOF EQUIPMENT ABBREVIATIONS SYMBOLS & ABBREVIATIONS _ 11 PANEL "PP '- 120/240V 10 3W 200A MAIN BREAKER DESCRIPTION As tal L1 L2 NmMB DESCRIPTION RADIO EOUPMENT (POWER CABINET) 1 2 2 9.8 IAA 7 8 2 SURGE SUPPRESSOR (INTERNAL) SPACE 3 9 10 2 FAA LIGHTS (P APPLICABLE) SPACE 4 GENERATOR CHARGER (NOT USED) 1 5 2 IAA 11 N GFG RECEPTACLE (INTERNAL) VENT FAN (INTERNAL) 1 1 6 01 12 SPACE LOAD PHASE 9.81 2 1 1,05/10/02 TOTAL CONNECTED LOAD 10.01KVA/.240 - 41 7A < 200A 1. UTILITY POINTS OF SERVICE AND WORK / MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY FOR FINAL AND EXACT WORK / MATERIAIS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES. CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT CIF REQUIRED), TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REOUIREM °NTS IN SCOPE OF WORK. 3. UTILITY CONTACTS FOR THIS PROJECT SHALL BE AS FOLLOWS: POWER: SDG &E TELEPHONF• PACIFIC BELL PO BOX 12931 4220 ARIZONA STREET SAN DIEGO CA. 92112 SAN DIEGO CA 92104 JIM BROWN LINDA THOMPSON 619) 230 -7888 (619) 524 -4326 PANEL SCHEDULE , LMALE: H41ES: I. UNDERGROUND SERVICE CONDUIT FROM METER TO POLE, WITH MIN. 3" SAND BASE 30' OF COVER TO FINISH GRADE. 2. ALL BENDS FOR SERV,CE CONDUR TO BE PVC SCHEDULE 80 & 3 FT. RADIUS SWEEP. 3. NOTIFY SDGE PLANNER PRIOR TO ANY CONSTRUCTION & FIELD VERIFY EXACT METER LOCATION & RISER QUADRANT AT THE SDGE POWER POLE. SDGE PLANNER: JAMES BROWN (619) 230 -7888 4. ALL GROUNDINGS FOR METER & TRANSFORMERS MUST BE DONE PER NEC LOCAL BLDG. & SAFETY REQUIREMENTS. 5. A.I. CONDUIT TRENCHING FROM METER TO THE SITE MUST HAVE MIN. 30' OF COVER TO FINISH GRADE. INSTALL UNDERGROUND PULL BOXES AS REDD. PER NEC & LOCAL BLDG. & SAFETY REQUIREMENTS & MUST HAVE TRAFFIC COVERS. 6. ALL UNDERGROUND PULL BOXES MUST HAVE MW, 2 FT. OF 1' CRUSHED INDOOR ENT ( RGSDNTOP OFF BOXXE TO BE 1 1/2' ABOVE FWH GRADE. 7. ALL WIRE SPLICES IN UNDERGROUND PULL BOXES DONE PER NEC. B. WHEN COMMON TRENCHING IS USED FOR TELCO & POWER MIN. 12' SEPARATION BETWEEN POWER & TELCO CONDUITS IN THE TRENCH. 9. FIELD VERIFY EXACT TRENCH ROUTE. 10. SPRINT PCS METER PEDESTAL NEED TO BE LABELED & ALL CLEARANCES FOR ELECTRICAL EQUIPMENT BY NEC. 11. GROUND RODS MAYBE USED FOR SITE GROUNDING IF DESIRED RESISTANCE IS ACHIEVED. 0 x 21 POWER & TELCO ROUTING 2" C - 3#3/0 + 1 #4 GND 2" C - 3M3/0 + 1N4 GND POWER PROTECTION CABINET 120/24OV. 1 PHASE, 3 WIRE MANUFACTURED UNIT, U.L. L ERVICE ENTRANCE EQUIPMEI SEE NOTE 9) NOTE A: CONTRACTOR TO VERIFY AVAILABLE AMPACITY, PHYSICAL SPACE FOR NEW BREAKER, AND VOLTAGE OF EXISTING POWER PANEL. I BATTERY POWER CABINET I II CABINET E) POWER PANEL NEW POWER RUN 1) 2" EMT W/ 3 0310 & 1 #6 GND NEW TELCO RUN (1) 4- EMT 2) 2" EMT W/ 3/8' PULL CORD NEW EMERGENCY GENERATOR RECEPTACLE NEW 200 MAP METER /MAIN NEW PPC CABINET METER /MAIN NEW MAINTENANCE LIGHT J 2" EMT - 3 01 & 1 16 CND TO POWER PANEL "PP' CIRCUIT f1,2 INSTALL NEW 200/2 IN EXISTING POWER PANEL (SEE NOTE A) 200 A METER BASE SEE NOTE 7) 200A EMERGENCY GENERATOR PLUG 04 GND 200A WALKING BEAM INTERLOCK BREAKERS 10,000 AIC (DOUBLE THROW TRANSFER SWITCH) POWER PANEL "PP" INSIDE "PPC", 10,000 AIC ALL BREAKERS ARE FACTORY INSTALLED) 2" C - 3#1 AWG + 106 CND NEW DEMARCATION CABINET (WALL MOUNTED PER VERIZON SPECIFICATIONS) UUMN DIAL TOLL FREE 1- 800 - 422 -4133 AT LEAST TWO DAYS BEEFORE YOU DID UNI MGMIIU SERVICE A1ERY OF SOUn1EM CAAFOWIW mm: 1. POWER TO SPRINT EQUIPMENT SHALL BE 2000. 120/24GV, 10, 3W. 2. UTILITY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN THE DEADFRONT OF THE PPC. 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENTS REFER TO VENDOR PRINTS BY PPC MANUFACTURER NORTHERN TECHNOLOGIES, PART NO. N2101 -WO1, U. L. LISTED, 4. PROVIDE A MIN. OF 38' WORK CLEARANCE IN FRONT OF PANELS AND SERVICE EQUIPMENT. 5. ALL WIRING SHALL BE COPPER RATED FOR 75' C. 6. CONDUIT REQUIREMENTS (TYP. U.N.J.) UNDERGROUND: PVC (SCHED. 40 OR 80) INDOOR: EMT (RGS IN TRAFFIC AREAS) OUTDOOR (ABOVE GRADE): RGS ADJUST CONDUIT FILL FOR SCHEDULE 80 PVC CONDUITS) 7. SERVICE METER SHALL BE RATED FOR 42,000 AIC, 8. DISCONNECT THE FACTORY MAIN BONDING JUMPER BETWEEN THE NEUTRAL AND THE GROUND BUS IN THE PPC. PROVIDE NEUTRAL TO GROUND BONDING AT THE SERVICE METER. 9. "PPC" CABINET IS RATED FOR 10,000 AC. 10. PROVIDE CURRENT LIMITING FUSES TO REDUCE THE INSTANTEOUS PEAK LET- THROUGH CURRENT TO LESS THAN 10,000 AIC. LOCATE BELOW SERVICE PANEL. PROVIDE 4 SPARE FUSES. USE BUSMANN AJJN OR EQUIVALENT. 41 I[ UTILITY GENERAL NOTES „;Je 3 1 ELECTRICAL 1 -LINE DIAGRAM I ° E, 511 Sprint PCS " I I11 i _ I/ I I CABINETT I I I CABINETT I I I COUNTY OF RIVERSIDE CURRENT ISSUE DATE: 06/11/02 ISSUED FOR: CONSTRUCTION EV.:--DATE:- ISSUED FOR: BY:- 2" C - 3#3/0 + 1 #4 GND 2" C - 3M3/0 + 1N4 GND POWER PROTECTION CABINET 120/24OV. 1 PHASE, 3 WIRE MANUFACTURED UNIT, U.L. L ERVICE ENTRANCE EQUIPMEI SEE NOTE 9) NOTE A: CONTRACTOR TO VERIFY AVAILABLE AMPACITY, PHYSICAL SPACE FOR NEW BREAKER, AND VOLTAGE OF EXISTING POWER PANEL. I BATTERY POWER CABINET I II CABINET E) POWER PANEL NEW POWER RUN 1) 2" EMT W/ 3 0310 & 1 #6 GND NEW TELCO RUN (1) 4- EMT 2) 2" EMT W/ 3/8' PULL CORD NEW EMERGENCY GENERATOR RECEPTACLE NEW 200 MAP METER /MAIN NEW PPC CABINET METER /MAIN NEW MAINTENANCE LIGHT J 2" EMT - 3 01 & 1 16 CND TO POWER PANEL "PP' CIRCUIT f1,2 INSTALL NEW 200/2 IN EXISTING POWER PANEL (SEE NOTE A) 200 A METER BASE SEE NOTE 7) 200A EMERGENCY GENERATOR PLUG 04 GND 200A WALKING BEAM INTERLOCK BREAKERS 10,000 AIC (DOUBLE THROW TRANSFER SWITCH) POWER PANEL "PP" INSIDE "PPC", 10,000 AIC ALL BREAKERS ARE FACTORY INSTALLED) 2" C - 3#1 AWG + 106 CND NEW DEMARCATION CABINET (WALL MOUNTED PER VERIZON SPECIFICATIONS) UUMN DIAL TOLL FREE 1- 800 - 422 -4133 AT LEAST TWO DAYS BEEFORE YOU DID UNI MGMIIU SERVICE A1ERY OF SOUn1EM CAAFOWIW mm: 1. POWER TO SPRINT EQUIPMENT SHALL BE 2000. 120/24GV, 10, 3W. 2. UTILITY RECEPTACLE IS A GFCI DUPLEX OUTLET INSTALLED IN THE DEADFRONT OF THE PPC. 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENTS REFER TO VENDOR PRINTS BY PPC MANUFACTURER NORTHERN TECHNOLOGIES, PART NO. N2101 -WO1, U. L. LISTED, 4. PROVIDE A MIN. OF 38' WORK CLEARANCE IN FRONT OF PANELS AND SERVICE EQUIPMENT. 5. ALL WIRING SHALL BE COPPER RATED FOR 75' C. 6. CONDUIT REQUIREMENTS (TYP. U.N.J.) UNDERGROUND: PVC (SCHED. 40 OR 80) INDOOR: EMT (RGS IN TRAFFIC AREAS) OUTDOOR (ABOVE GRADE): RGS ADJUST CONDUIT FILL FOR SCHEDULE 80 PVC CONDUITS) 7. SERVICE METER SHALL BE RATED FOR 42,000 AIC, 8. DISCONNECT THE FACTORY MAIN BONDING JUMPER BETWEEN THE NEUTRAL AND THE GROUND BUS IN THE PPC. PROVIDE NEUTRAL TO GROUND BONDING AT THE SERVICE METER. 9. "PPC" CABINET IS RATED FOR 10,000 AC. 10. PROVIDE CURRENT LIMITING FUSES TO REDUCE THE INSTANTEOUS PEAK LET- THROUGH CURRENT TO LESS THAN 10,000 AIC. LOCATE BELOW SERVICE PANEL. PROVIDE 4 SPARE FUSES. USE BUSMANN AJJN OR EQUIVALENT. 41 I[ UTILITY GENERAL NOTES „;Je 3 1 ELECTRICAL 1 -LINE DIAGRAM I ° E, 511 Sprint PCS " 4883 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: HIDDEN PINE RV54XC517D 16401 LAKESHORE DRIVE LAKE ELSINORE, CA. 92530 COUNTY OF RIVERSIDE CURRENT ISSUE DATE: 06/11/02 ISSUED FOR: CONSTRUCTION EV.:--DATE:- ISSUED FOR: BY:- 1 1,05/10/02 08/11/02 CONSTRUCTION, 100 SJV CONSTRUCTION 90x RL LANS PREPARED BY: I IL AFL Telecommunications Wireless Services '200 7J'P'''1 Oft sw T70 ti K 36742 Pacific 17, Inc QW" (21" W-0717 Fa (706) 01 -3417 ONSULTANT: Room &**K% unc- Mid d "w A•ft &OW row r•ra 2101.077.33 is lumii m-ra v. elan ax RAWN BY: CHK.: =APV.: DRAWN BY- SJV I SJV RL CENSURE: Y E89Ay,_ 4 4 Eqp LUM • My' 1Gla' tie a CA SHEET TITLE: POWER AND TELCO ROUTING SHEET NUMBER: -- REVISION: El 1 3001CAI83 CONCRETE PAD, A* 't s Sprint PCs'+ FINISHED GRADE OR SURFACING TO SHEET 7 FOR DIMENSIONS 5/8'0 X 10 COPPER CLAD PLEASANTON, CA 94588 MATCH EXISTING (A.C., CONCRETE, ETC.) PROJECT INFORMATION: r— GROUND ROD (TYP.) RV54XC517D 16401 LAKESHORE DRIVE LAKE ELSINORE, CA. 92530 COUNTY OF RIVERSIDE CURRENT ISSUE DATE: 06/11/02 SSUED FOR: CONSTRUCTION EXOTHERMIC WELD AT 12' MIN. RADIUS BURIED GROUND RING (TYP.) PER PLAN WIDTH VARIES 12' MIN.) COMPRESSION TYPE TWO -HOLE BE UNDISTURBED LONG BARREL GROUNDING FITTING, 1 06/11/02 0 MOD 0.75' O.C. LUGS (FOR #2 AWG CONSTRUCTION 907E JLL T COMPACTED BACKFILL PER Wireless Services t"00w ho AL POWER CELL SOLID COPPER CONDUCTOR ONSULTANT: i SITEWORK SPECIFICATIONS Dom DRAWN BY: CHK.: =APV.: DRAWN BY: SJV I SJV RL CENSURE: 1pFE7S, 44 112 AWG SOLID TINNED BARE TR1G cAJ ro n BACKFILL (SAND OR NATIVE SOIL) COPPER CONDUCTOR FOR io 1' -0' 6' PER EARTHWORK SPECIFICATIONS EQUIPMENT ENCLOSURE BOND I 15' MAX. (TYP.) a UTILITY WARNING TAPE COAX CABLE 2 02 AWG SOLID TINNED BARE SEE CABLE SCHEDU ES C5 COPPER GROUND CONDUCTOR FOR COAX SIZE IF UNDERGROUND COAXIRNRX 4- X 1/4' X 24' LENGTH REQUIRED TINNED COPPER MAIN GROUND BAR (MGB). MOUNT MGB ON RFU /BBU RACK 1. PULL BOXES INSTALLED PER LOCAL UTILITY REQUIREMENTS. 2. SEPARATION DIMENSION TO BE VERIRED 6' MIN. NOTE: 1. FOR NUMBER OF GROUNDING RODS REQUIRED, WITH LOCAL UTIL( TYP.) ITY COMPANY REQUIREMENTS. 3' PVC ELECTRICAL CONDUIT REFER TO 16000 & SSLP REQUIREMENT. 3. WHERE ONLY ONE (1) CONDUIT IS INSTALLED. 4' PVC TELEPHONE CONDUIT 2. ENLARGED MIGB SHOWN FOR CLARITY TO DEPICT MINIMUM TRENCH WIDTH SHALL BE 12'. REQUIRED CONDUCTORS TO THE BAR. 3. LOCATION OF THE MIGB'S TO BE DETERMINED IN THE FIELD AND MAY BE LOCATED AND SUPPORTED AS CLOSE TO THE EQUIPMENT AS FEASIBLE AND PRACTICAL TO ACHIEVE CONFIGURATIONS. EQUIPMENT GROUNDING 1 UNDERGROUND UTILITY CONDUIT DETAIL (JOINT TRENCHING) SCALU 141 NONE NONE GRADE SEE NOTE 1 CADWELD GROUND RING 172 WAG BCW GROUND ROD COPPERWELD 5/8'0 X10' -0' LONG NOTE: 1. APPROXIMATE DIMENSION SHALL BE THE GREATER DEPTH OF 18' OR 6' BELOW FROST LINE GROUND ROD DETAIL 2 NOT USED 5 IA TO EQUIPMENT GROUND RING - CONCRETE SLAB ORIENT SLEEVE TO ACHIEVE. f SMOOTH BEND RADIUS FOR GROUND WIRE 6' 2' PVC SCHEDULE 40 SLEEVE TO BURIED GROUND RING IF REQUIRED TO ROUTE GROUND WIRE THROUGH SLAB SLEEVE DETAIL INK 3 NOT USED Name s A* 't s Sprint PCs'+ 4883 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 PROJECT INFORMATION: HIDDEN PINE RV54XC517D 16401 LAKESHORE DRIVE LAKE ELSINORE, CA. 92530 COUNTY OF RIVERSIDE CURRENT ISSUE DATE: 06/11/02 SSUED FOR: CONSTRUCTION REV.: DATE: SSUED FOR: BY: 1 06/11/02 ONSTRUCTION, 10034 SJV 0 05/10/02 CONSTRUCTION 907E JLL PLANS PREPARED BY: AFL Telecommunications Wireless Services t"00w ho AL Pacific 17, Inc 0180 0" "1-m Fa (706) 01 -3417 ONSULTANT: OMEM EnyineeM Inc. ra.wrad" a ft seem R" ftow z1o+.ois..v Dom DRAWN BY: CHK.: =APV.: DRAWN BY: SJV I SJV RL CENSURE: 1pFE7S, 44 En. 6/70/04 • TR1G cAJ SHEET TITLE: DETAILS HEET NUMBER:REVISION: E4 1 30010.4183