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HomeMy WebLinkAboutZ-6129-E MapI -A PROJECT DESCRIPTION : ' _ T -MOBILE PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS FACILTfY AT AN EXISTING TOWER SITE FOR THE OPERATION AND MAINTENANCE OF TELECOMMUNICATIONS EOUIPMENT. DIRECTIONS FROM LITTLE ROCK TAKE 1-430 TOWARDS WOODLAND HEIGHTS (EXIT 9). TAKE EXIT 9 AND TURN LEFT ONTO HWY.10. CONTINUE ON HWY.10 TO RODNEY PARHAM ROAD. TURN LEFT ONTO RODNEY PARHAM ROAD AND CONTINUE TO ROCKY VALLEY DRIVE. TURN LEFT ONTO ROCKY VALLEY DRIVE AND CONTINUE TO THE TOWER SITE ON THE RIGHT. VICINITY MAP S dloadland Heights NI� Rd 4 ;' �Cnr Aocwvare� r11 ' TI— c: *� ca'ewalhlpy dr ( �i 5 � � San J h .I�vooainkawnry Or v, VONT Y MAP SITE INFORMATION: JURISDICTION: CITY OF LITTLE ROCK TAX MAP: #UNKNOWN CODE: OCCUPANCY: UNMANNED ZONING: R-2 CONSTRUCTION TYPE: 2C CONSTRUCTION USE: U ONE CALL: CONTRACTOR TO CALL BEFORE DIGGING!!!! PHONE: (800) 482-8998 A PROJECT FOR: SASE TRANSCEIVER COLLOCATION SITE SrrE NUMBER AR -'1013 SITE NAME WATER PLANT SITE ADDRESS 10901 ROCKY VALLEY DRIVE LITTLE ROCK, AR. 72211 PULASKI COUNTY AR -1013 WATER PLANT (PER 2C CERT.) 150' EXIST. MONOPOLE TOWER LAT. = 34° 46' 55.9" N (NAD 83) LAT. = 34° 46' 55.52" N (NAD 27) LONG. = 92° 23' 33.2" W (NAD 83) LONG. = 92° 23' 32.66" W (NAD 27) ELEV. = 561.0' (NAVD 27) PROJECT SUMMARY PROPERTY OWNER: CITY OF LITTLE ROCK (CITY HALL) 500 W. MARKHAM LITTLE ROCK, AR. 72201 (501) 371-4500 UTILITIES POWER: ARKANSAS POWER AND LIGHTING (501) 843-7476 APPLICANT: T—MOBILE CONTACT: TIFANNY HUGHES PHONE: (727) 463-5930 PRE—CONSTRUCTION COORDINATOR TELCO: SOUTHWESTERN BELL MS. JODY CLARK (714) 284-2554 APPROVED FOR CONSTRICTION. - PROPERTY OWNER CONSTRUCTION ZONING REAL ESTATE RF NETWORK OPERATIONS OTHER DRAWING INDEX GENERAL T-1 TITLE SHEET N-1 GENERAL NOTES N-2 GENERAL NOTES N-3 GENERAL NOTES SURVEY C-1 SITE SURVEY CIVIL C-2 SITE LAYOUT PLAN C-3 TOWER ELEVATION AND ANTENNA DETAILS C-4 EOUIPMENT PAD LAYOUT C-5 SECURITY FENCE DETAILS STRUCTURAL S-1 CABLE TRAY SECTION, FOUNDATION DETAIL AND STRUCTURAL NOTES ELECTRICAL E-1 GENERAL ELECTRICAL NOTES AND LEGEND E-2 SERVICES ROUTIING PLAN E-3 SITE GROUNDING PLAN E-4 ONE LINE DIAGRAM E-5 DETAILS E-6 GROUNDING DETAILS OCT 0 8 2002 PREPARED BY: CartermnBurgess CARTER & BURGESS, INC. Brookfield Corporate Center Z 201 Brookfield Parkway LITTLE � I< Suite 200 n ' •`,'IE ,,,, Greenville, S.C. 29607 R'arD, 40P r- • ' o • ,i iE 1(rI;:1 I', Iryi 5 (864) 329-8500 AS t'q''i TED !'N I LA711"N,li � COi•,E- _ i vii MU,L L RE ti Dill tiD BY. SITE NO AR -1013 JO f4c -35 0't1 Carter■Burgess CARTER & BURGESS. INC. Brookfield Corporote Center 201 Brookfield Parkwoy Suite 200 Greenville, S.C. 29607 (864) 329-8500 li CARTER & BURGESS y No. 68 W to w Z > T _ o 0 zw~z JMQJ<wom t5ioajYO ° I > k o co LU vQ U J a ���a f- ry LU J o LU C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR RENEW _ 10/01/02 0 INITIAT. ISSUE 10/04/02 SHEET CONTENTS: TITLE SHEET SHEET NUMBER: T-1 —...10— ....... I , — DIVISION 1 - GENERAL NOTES PART 1 GENERAL 1.1 INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. D. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 1.2 CONFLICTS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. C. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK. 1.3 CONTRACTS AND WARRANTIES A. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES AND BONDS. B. SEE MASTER CONTRACTION SERVICES AGREEMENT FOR ADO'L DETAILS. 1.4 STORAGE ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. 1.5 CLEAN UP A. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK CLEAN AND READY FOR USE. B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM WALLS/FLOOR/CEIUNG. 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACEN' SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 1.6 CHANGE ORDER PROCEDURE A. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE OWNER WITHIN 24 HRS FOR APPROVAL SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. 1.7 RELATED DOCUMENTS AND COORDINATION A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.8 SHOP DRAWINGS A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR APPROVAL. B. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER. 1.9 PRODUCTS AND SUBSTITUTIONS A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN UEU OF CUT SHEETS. 1.10 QUALITY ASSURANCE A. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION OF THE FOLLOWING: 1. ANSI/ETA - 222 - F 2. BUILDING OFFICIALS AND CODE ADMINISTRATORS (BOCA) 1996 3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 1999 4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) 6. LIFE SAFETY CODE NFPA - 101-2000 1.11 ADMINISTRATION A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. B. SUBMIT A BAR TYPE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK. C. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE (THOUGH NOT LIMITED TO) THE OWNER, PROJECT MANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF SUBCONTRACTEO). D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED. E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS COMPLY WITH ALL APPLICABLE OSHA SAFETY REQUIREMENTS. F. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OWNER. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. H. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. I. GENERAL CONTRACTOR SHALL PROVIDE WITHIN 48 HOURS OF CONSTRUCTION, BEFORE & AFTER PHOTOS OF CONSTRUCTION FROM ALL SIDES IN AND OUT OF COMPOUND. PLACEMENTS. J. IN THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED DURING ALL PHASES OF PROJECT. K. GENERAL CONTRACTOR TO PROVIDE COPIES OF ALL INSPECTION RELEASES FROM THE GOVERNING MUNICIPALITIES WITHIN 48 HOURS AFTER CONSTRUCTION PLACEMENTS. 1.12 INSURANCE AND BONDS A. CONTRACTOR SHALL AT THEIR OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTED AND SHALL NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS. B. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES. C. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. 1.13 PROJECT SAFETY A. THE CONTRACTOR SHALL COMPLY WITH VIRGINIA AND FEDERAL HEALTH AND SAFETY REGULATIONS. 02830 FENCE ( IF REQUIRED ) PART 1 - GENERAL 1.1 WORK INCLUDED: REFER TO THE SITE PLANS FOR SIZE AND LOCATION OF FENCE AND GATES TO BE INSTALLED. 1.2 QUALITY ASSURANCE A ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL. WEIGHT OF ZINC COATING ON THE FABRIC SHALL BE NOT LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE HOT -DIPPED IN GRADE E ZINC, 1.8 OUNCES PER SQUARE FOOT. 1.3 SEQUENCING A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 1.4 SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. B. CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MET. 1.5 APPLICABLE STANDARDS A. ASTM -A53 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. B. ASTM -A123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. C. ASTM -A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE. D. ASTM -A392 SPECIFICATION FOR ZINC -COATED STEEL CHAIN LINK FENCE FABRIC. PART 3 EXECUTION E. ASTM -A653 STANDARD SPECIFICATION FOR STEEL SHEET 3.1 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION ZINC COATED (GALVANIZED) BY THE HOT -DIPPED DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST PROCESS. HOLE EXCAVATIONS. F. ASTM -A570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL QUALITY. G_ FEDERAL SPECIFICATION RR -F -191 -FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES). PART 2 - PRODUCTS 2.1 FENCE MATERIAL A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE TWO-INCH CHAIN LINK MESH OF NO. 9 GUAGE (0.148') WIRE. VERIFY HEIGHT WITH PROJECT MANAGER. THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP AND BOTTOMEDGES. FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. ASTM A-392 CLASS 1. C. NOT USED. D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND SHALL BE TYPE 1 ASTM A-53 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARD). LINE 1-7/8 INCHES CORNER 3 INCHES GATE 31NCHES E. NOT USED. F. ALL TOP AND BRACE RAILS SHALL BE 1 1/4" DIAMETER SCHEDULE - 40 MECHANICAL -SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS. G. NOT USED. H. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. I. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, OR EQUAL J. THE GUIDE (LATCH ASSEMBLY) SHALL BE MERCHANTS METAL MODEL 2083, OR EQUAL. K. LATCHES, STOPS AND KEEPERS SHALL BE PROVIDED FOR ALL GATES. L. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION. M. DOUBLE GATES SHALL HAVE A FULL HEIGHT PLUNGER BAR WITH DOME CAP. N. A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. 0. PLACE A SIX INCH BY 1/2 INCH DIAMETER EYE -BOLT TO HOLD TENSION WIRE AT LINE POSTS. P. STRETCHER BARS SHALL BE 3/16 INCH BY 3/4 INCH OR HAVE EQUIVALENT CROSS SECTIONAL AREA. 0. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8 INCH TRUSS ROD WITH TURNBUCKLES. R. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALL HAVE A DOME CAP. S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMITED TO TIE CLIPS, BAND CUPS AND TENSION BAND CLIPS. T. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. U. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARM. V. ALL CAPS SHALL BE CAST STEEL. 3.2 INSTALLATION A. POST FOUNDATIONS SHALL HAVE A MINIMUM SIX-INCH CONCRETE COVER UNDER POST B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN ONE INCH IN EIGHT FEET. C. AT CORNER POSTS, GATE POST AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND -CLIPS AT 15 INCH INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND - CLIPS AT 15 INCH INTERVALS. E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CUPS AT TWO FOOT INTERVALS. F. A MAXIMUM GAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. CONCRETE FOR FENCE POSTS SHALL HAVE A MINIMUM OF 3,000 PSI BREAKING STRENGTH AT 28 DAYS. 3.3 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Omme illa, S.C. 29607 Las�7� ssoa . . � ATE 4 ■ NO. 0534 Q � tR -'Fe4jz 5. N��tiAl -------- N: =ti CARTER & BURGESS D OG No. 68 R C \ �► L7 � i C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE IS SUES/REVISIONS: ISSUED FOR RENEW 10/01/02 IU\ INI-RAL ISSUE 10/04/02 SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-1 DIVISION 16 - GENERAL ELECTRIC GENERAL ELECTRICAL PROVISION 1. DEFINITIONS A. AGB - ANTENNA GROUND BAR B. AWG - AMERICAN WIRE GAUGE C. EMT - ELECTRICAL METAL TUBING D. MGB - MASTER GROUND BAR E. PVC - POLY VINYL CHLORIDE CONDUIT F. RFI - RADIO FREQUENCY INTERFERENCE G. THW - LETTER TYPE DESIGNATION FOR CONDUCTOR INSULATION THAT IS A MOISTURE AND HEAT RESISTANT THERMOPLASTIC WITH A MAXIMUM OPERATING TEMPERATURE OF 75 DEGREES CELSIUS OR 167 DEGREES FAHRENHEIT. 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TEST, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 5. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 6. ELECTRICAL SERVICE 120 / 240 SINGLE PHASE 3 WIRE 200 AMP SERVICE. 7. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULL BOX, J -BOX, WATCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.SAA,). B. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 9. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. 10. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA. 11. ALL TELCO CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR DIRECT BURIAL UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE WITH ALL GOVERNING STATE,COUNTY AND LOCAL CODES AND O.S.H.A. 13. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES. 14. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 15. ALL CONDUIT SHALL HAVE A PULL WIRE OR ROPE. 16. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. 17. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. 18. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 19. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 20. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES WITH U.L. LISTED MATERIALS. 21. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 22. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWISE NOTED. 23. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS, MANUFACTURED BY "SQUARE D COMPANY", OR APPROVED EQUAL 24. ALL MATERIALS SHALL BE U.L. LISTED. 25. CONDUIT A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC. B. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE SUNLIGHT RESISTANT SCHEDULE 80 PVC. C. ALL INDOOR CONDUIT SHALL BE EMT. D. FLEXIBLE CONDUIT MAY BE USED AT EQUIPMENT CONNECTIONS. FLEXIBLE CONDUIT SHALL BE LIQUID TIGHT, SHALL NOT BE LONGER THAN 8 FEET AND SHALL CONTAIN GROUND CONDUCTOR SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 26. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 27. COORDINATE THE ELECTRICAL SERVICE WITH THE UTILITY COMPANY, AND PROVIDE DAILY UPDATES TO PM UN11L FINAL ELECTRICAL SERVICE IS EFFECTED. 28. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 29. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. GROUNDING STANDARDS 1.0 BACKGROUND 1.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM FOR A MOBILE RADIO FACILITY THERE ARE FOUR INTERRELATED AREAS OF CONCERN. THE BASIC OBJECTIVE FOR EACH IS: A. LIGHTNING PROTECTION - TO MAINTAIN ALL EQUIPMENT AT THE SAME POTENTIAL DURING A LIGHTNING IMPULSE. B. RFI FOR NOISE INDUCTION CONTROL - TO ESTABLISH THE LOWEST POSSIBLE IMPEDANCE AMONG ALL EQUIPMENT C. ELECTROSTATIC CONTROL - TO REDUCE ELECTROSTATIC DISCHARGE PROBLEMS. D. PERSONNEL SAFETY - TO MAINTAIN A MINIMUM VOLTAGE DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS WHICH PERSONNEL MIGHT CONTACT SIMULTANEOUSLY. 1.2 A/C GROUNDING: ALL GROUNDING CONNECTIONS INSIDE OF CABINETS SHALL BE SCRAPED TO BARE METAL AND COATED WITH CONDUCTING LUBRICANT. STATION GROUNDING SYSTEM 2.0 MATERIALS: A. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS OR AS OTHERWISE SPECIFIED. GROUNDS TO THE LNAS SHALL BE NO. 6 STANDARD GREEN INSULATED JUMPERS. THE GROUND WIRE TO THE MGB SHALL BE GREEN INSULATED #2 WIRE BURNDY CONNECTED TO THE BUSS BAR AND CONNECTED TO THE GROUND RING ON A GROUND ROD. B. #2 AWG, INSULATED STRANDED COPPER CABLE SHALL BE INSTALLED FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT IMPROVEMENT SITES. C. 3/4" X 10'-0" GROUND RODS OF SOLID COPPER, STAINLESS STEEL OR COPPER CLAD HIGH STRENGTH STEEL. D. ABOVE GRADE CONNECTIONS SHALL BE BURNDY HYGROUND COMPRESSION. BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC WELD. E. CONDUCTIVE LUBRICANT SHALL BE USED IN ALL MECHANICAL CONNECTIONS. F. MECHANICAL FASTENERS (I.E., DOUBLE LUGS, SPLIT BOLTS PARALLEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER OR STAINLESS STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN CONDUCTOR AND CONNECTION. G. BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL CONNECTORS SHALL BE STAINLESS STEEL WITH STAR TYPE STAINLESS STEEL LOCK WASHERS. H. ALL LUGS SHALL HAVE TWO HOLES FOR A DOUBLE BOLT CONNECTION. 2.1 MASTER GROUND BAR (MGB): THE PURPOSE OF THE MASTER GROUND BAR IS TO GROUND THE BTS AND ANY OTHER METALLIC OBJECTS AROUND THE BTS. 2.2 ANTENNA GROUND BAR (AGB): THE PURPOSE OF THE ANTENNA GROUND BAR IS PRIMARILY FOR LIGHTNING PROTECTION. COAXIAL CABLE IS USUALLY THE ONLY ITEM GROUNDED TO THIS BAR. HOWEVER IT IS ACCEPTABLE TO BOND EXTERIOR'; CABLE TRAY, WAVE GUIDE PORTS AND CANTILEVERED WAVE GUIDE BRIDGES TO THE AGB. 2.3 SURGE ARRESTOR GROUND BAR (SAGB) THE PURPOSE OF THE SURGE ARRESTOR GROUND BAR IS FOR LIGHTNING PROTECTION. 2.4 ANTENNA GROUNDING: EACH ANTENNA COAXIAL CABLE SHALL TYPICALLY BE GROUNDED AT THREE POINTS USING A COAXIAL CABLE KIT. A TYPICAL INSTALLATION SHALL BE AS FOLLOWS: A. THE FIRST GROUND CONNECTION SHALL OCCUR AS CLOSE TO THE ANTENNA AS POSSIBLE. B. THE SECOND GROUND SHALL BE MADE AT THE BOTTOM OF THE VERTICAL RUN OF THE COAXIAL CABLE AS IT TURNS OUT AWAY FROM THE TOWER TOWARDS THE BTS. THIS GROUND SHALL BE TERMINATED AT THE AGB. THE AGB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE INCASED IN PVC CONDUIT. C. THE THIRD GROUND SHALL BE THE SURGE ARRESTOR GROUND. IT SHALL BE ATTACHED TO THE CABLE ON STRAIGHT RUNS (NOT WITHIN BENDS) AND BE WEATHER PROOFED PER THE MANUFACTURES SPECIFICATIONS. THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR. THE SAGB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE INCASED IN PVC. 2.5 PERIMETER FENCE GROUNDING: A. CORNER FENCE GROUNDING B. ALL FENCE CORNER AND END POSTS MINIMUM OF TWO) SHALL HAVE ONE 02 SOLID TINNED COPPER GROUND WARE, THESE PDSTS SHALL BE CONNECTED TO THE GROUND RING WITH A #2 SOLID TINNED COPPER GROUND WIRE AND INTERMEDIATE GROUND RODS IF THE DISTANCE FROM THE POST TO THE GROUND RING EXCEEDS 8 FEET. IN NO CASE SHALL ANY PORTION OF THE SAME FENCE REMAIN DISCONNECTED FROM THE GROUND RING. C. GATE POSTS D. GATE POSTS SHALL BE GROUNDED TO EACH OTHER TO ENSURE THE ENTIRE FENCE HAS ELECTRICAL CONTINUITY. CONNECTIONS SHALL BE DRILL AND TAP WITH BURNOY TYPE KC22 TO THE POST WITH A #2 AWG BARE SOLID TINNED COPPER HIRE. E. GATES F. GATES SHALL BE BONDED TO GATE POSTS WITH A 18" BRAIDED STRAP TYPE 6018G92. THE CONNECTIONS SHALL BE BURNDY 2 HOLE LUGS (3/8" HOLES, 1" CENTER TO CENTER) BOLTED THROUGH EACH POST. 2.6 GENERATOR FUEL TANK GROUNDING: THE GENERATOR FUEL TANK, IF REQUIRED, SHALL BE CONNECTED IN AT LEAST ONE PLACE TO THE MAIN EXTERIOR GROUND RING. #2 AWG BARE SOLID TINNED COPPER WIRE SHALL BE BURNDY CONNECTED TO ONE SUPPORT LEG OF THE FUEL TANK AND CAD WELD TO THE NEAREST EXTERIOR GROUND RING GROUND ROD. 2.7 EQUIPMENT ROOM GROUNDING: THE MASTER GROUND BAR (MGB) SHALL SERVE AS THE COLLECTION POINT FOR THE BTS AS WELL AS ALL INTERIOR NON -ELECTRICAL GROUNDED METAL MATERIALS; CABLE TRAYS, ALARM JUNCTION BOX, ETC, SHALL BE BE GROUNDED WITH #6 AWG STRANDED (GREEN) GROUND WIRES WITH INDIVIDUAL RUNS BACK TO THE MGB. 2.8 NOT USED, 2.9 SERVICE GROUNDING CONNECTIONS THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 2.10 COAX BRIDGE / CABLE TRAY GROUNDING : BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH #2 STRANDED INSULATED GREEN WIRE. THESE CONNECTIONS SHALL BE DOUBLE LUG BOLTED / SCREWED MECHANICAL CONNECTIONS WITH STAR LOCK WASHERS AND CONDUCTIVE LUBRICANT. ALL BRIDGE SPLICES SHALL HAVE JUMPERS OF #2 STRANDED INSULATED GREEN WIRE. 2.11 TENANT IMPROVEMENT SITE GROUNDING: FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAL ANTENNA GROUND BARS MAY HAVE TO BE INSTALLED AT EACH ANTENNA MOUNT LOCATION. ALL ANTENNA MOUNTS SHALL BE GROUNDED WITH A #2 AWG CONDUCTOR CONNECTED TO THE NEAREST BUILDING STEEL OR THE AGB INSTALLED AT THE MOUNT. ALL BUSS BARS, BOTH MGB AND AGB(S), SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED GROUNDING SYSTEM. AGB(S) MAY BE HOME RUN BACK TO THE MGB WHERE NO BUILDING STEEL IS AVAILABLE. 2.12 LIMITS OF BEND RADIUS: IT IS IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTING THE INSIDE AND OUTSIDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE, WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A THREE FOOT RADIUS PREFERRED. NO RIGHT SHARP BENDS SHALL BE ALLOWED. 2.13 BONDING PREPARATION &FINISH: ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER CAD WELD OR MECHANICAL FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPOSING THE STEEL SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR OTHER SURFACES INCLUDING COPPER BUSS BARS ALL PAINT, RUST TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING THE GROUND CONDUCTOR. EXOTHERMIC WELDS SHALL BE FINISHED WITH THE APPLICATION OF COLD GALVANIZATION AND WHEN APPLICABLE, FINISH PAINTED WITH AN APPROPRIATE COLOR AS REQUIRED. MECHANICAL TYPE BONDS ON ALL OTHER SURFACES, OTHER THAN BUSS BARS, SHALL BE FINISHED WITH THE APPLICATION OF COLD GALVANIZATION AND/OR THE APPROPRIATE PAINT TO MATCH AS REQUIRED. 2.14 TESTING: THE OUTSIDE GROUND RING SHALL BE TESTED AFTER INSTALLATION BUT PRIOR TO BACKFIWNG THE GROUND RING TRENCH. THE GROUND FIELD RESISTANCE SHALL MEASURE 5 OHMS OR LESS TO GROUND. RESULTS OF THIS TEST SHALL BE BROUGHT TO THE PROJECT MANAGER. THE RESISTANCE TO GROUND SHALL BE MEASURED USING THE FALL POTENTIAL METHOD. 2.15 HIGH RISE BUILDING- A. UILDING A. HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN GROUNDING. A FACILITY INVESTIGATION SHOULD BE MADE INTO THE STRUCTURE OF THE BUILDING, AND AS TO THE POSSIBLE PRESENCE OF AN EXISTING LIGHTNING PROTECTION SYSTEM. IF ONE IS IN PLACE, IT WILL BE NECESSARY TO CONNECT THE ANTENNA SYSTEM TO THE TO THE UGHTENING PROTECTION SYSTEM, WITH A TEST TO THE SYSTEM AFTER INSTALLATION TO ENSURE THAT IT HAS NOT CAUSED THE SYSTEM TO EXCEED 5 OHMS. B. STRUCTURAL STEEL BUILDINGS: IF THE BUILDING IS BUILT OF STRUCTURAL STEEL, IT MAY BE POSSIBLE TO GROUND THE ANTENNAS TO THE BUILDING SITE. IT IS PREFERABLE TO GROUND THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTION, BY USE OF SEPARATE DOWN LEADS OF 250 MCM COMING FROM GROUND BUSS BARS TO CONNECT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAFT TO A PATTERN OF NO LESS THAN FOUR GROUND RODS. WHERE PRACTICAL, THE BUILDING STEEL SHOULD BE BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE GROUND ROD FIELD. C. STRUCTURAL CONCRETE BUILDINGS ARE MORE DIFFICULT TO GROUND PROPERLY_ THE ANTENNAS SHOULD BE GROUNDED TO A SEPARATE BUSS BAR AND DOWN LEAD WHERE THE COAXIAL CABLES ENTER THE BUILDING. THE DOWN LEAD SHOULD BE PROTECTED IN PVC CONDUIT AND SHOULD BE INSTALLED AS FAR APART AS IS PRACTICAL FROM EACH OTHER THE SEPARATE DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL CONNECTION WITH THE FIRST GROUND ROD, CARTER & BURGESS, INC. BroakTldd Corporota Center 201 &aakfidd Parkway Sults 200 Greem9 C. 29607 .... {8s4 29- ........... . . Z ATE 34 Q� it lwl:14 S. rr r U CARTER & N =_ No.G68s D +�[� �0 ■ r � r � C&S JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: N ISSUED FOR RENEW _ 10/01/02 (DJINlT1At ISSUE _ 10/04/02 SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-2 DIVISION 2 - SITE WORK AND DRAINAGE 02000 EARTHWORK, EXCAVATION AND GRADING PART 1 GENERAL 1.1 WORK INCLUDED: REFER TO THE SURVEY AND SITE PLAN FOR WORK INCLUDED. 1.2 RELATED WORK A. CONSTRUCTION FOR EQUIPMENT FOUNDATION B. INSTALLATION OF ANTENNA SUPPORT SYSTEM C. ERECTION OF FENCE 1.3 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.4 QUALITY ASSURANCE A. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 1.5 SEQUENCING A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB -BASE MATERIAL. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE, IN ACCORDANCE WITH ALL LOCAL, STATE & FEDERAL RULES. D. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE COURSE ELEVATION. WATER TO ENSURE GROWTH. E. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. 1.6 SUBMITTALS A. BEFORE CONSTRUCTION 1. SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE PROPOSED SURFACE COURSE MATERIAL. B. AFTER CONSTRUCTION 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED AND FERTILIZER, IF REQUIRED. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. 1.7 WARRANTY A. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PART 2 PRODUCTS 2.1 MATERIALS A. ROAD AND SITE MATERIALS: FILL MATERIAL - ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATION. B. SOIL STABILIZER FABRIC SHALL CONFORM TO SPECIFICATIONS CONTAINED IN SECTION 245 OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION. 2.2 EQUIPMENT A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. WATER TREATMENT MAY BE REQUIRED TO OBTAIN COMPACTION. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. PART 3 EXECUTION 3.1 PREPARATION A. CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREA AND ACCESS ROAD RIGHT OF WAY AS REQUIRED. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL. C. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL. D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 3.2 INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB- BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED WITH THE SOIL RESULTING FROM EXCAVATING THE FOUNDATIONS (PROVIDE EVEN DISTRIBUTION). THE ELEVATIONS ARE TO BE CAL CULATCD FROM THE RESULTING GRADE. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITING. C. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. D. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO THE SITE, COMMENCING AT THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SCOPE UNLESS OTHERWISE NOTED. E. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. F. PLACE FILL IN SIX TO EIGHT INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. G. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. H. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2 : 1. I. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY, IN WRITING. J. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL. K. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. L. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 3.3 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 957 MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 FOR SITE WORK AND 957 UNDER SLAB AREAS. 3.4 PROTECTION A. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES AS INDICATED ON PLANS. B. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. C. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE. D. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE AND SECURED TO 2 INCH X 2 INCH X 4 FOOT STEEL ANGLE EXTENDING TWO FEET INTO THE GROUND ON FOUR SIDES OF THE TREE. E. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. DIVISION 13 - SPECIAL CONSTRUCTION 13100 TOWER & ANTENNA INSTALLATION PART I - GENERAL 1.1 WORK INCLUDED A. IF REQUIRED, ERECT FURNISHED TOWER. B. GROUND TOWER TEMPORARILY DURING ERECTION. GROUNDING SHALL INCLUDE BASE(S) AND ANCHORS. C. IF REQUIRED, INSTALL THREE (3) SIDE ARMS, CONSISTING OF THREE (3) 6'-0' AS INDICATED ON DRAWINGS - CONFIRM WITH OWNER REPRESENTATIVE. D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATIONS. E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. F. INSTALL FURNISHED GALVANIZED STEEL WAVEGUIDE LADDER. G. INSTALL WAVEGUIDE BRIDGE AS INDICATED ON DRAWING. H SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET. I. EACH INSTALL GROUNDING STRAP KITS WITH LONG BARREL COMPRESSION LUGS (SIM. TO ANDREW-22370TBO OR APPROVED EQUAL) AT TOWER BASE BEFORE ENTERING THE EQUIPMENT. GROUNDING STRAPS TO BE CONNECTED TO INSULATED GROUND BAR. J. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP TEST OF INSTALLED COAX. K. CONC. PIERS FOR FOUNDATIONS SHALL BE DRILLED AND POURED ON THE SAME DAY. 2.2 RELATED WORK 2.3 REQUIREMENTS OF REGULATOR AGENCIES A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE, INSTALL IN CONFORMANCE WITH U.L. STANDARDS WHERE APPLICABLE. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES, SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: 1. EIA - ELECTRONIC INDUSTRIES ASSOCIATION EIA22F. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460 -IH, OBSTRUCTION MARKING AND LIGHTING. 3. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES AND FORM 715A, HIGH INTENSITY OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. 4. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 5. IN ALL CASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville• S.C. 29607 (864) 329-8500 ���� SATE t7F AR Ai SAS�� r JJJ N • P4 Ic 0 n W N N ZLU -Z chaJQ� oaQQ'O+ T V r >Y �W VY a�OW a o� O J O T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR RENEW IO/Cit/02 0 INinAL iSSVE 10/04/0z SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-3 I 1a..a1HT®,1r a,r s a.-.. r� t( Sr "{ V-+4- QF A ? Li r CARTER & N F=- BURGESS No. 68 D fir: ......................... N • P4 Ic 0 n W N N ZLU -Z chaJQ� oaQQ'O+ T V r >Y �W VY a�OW a o� O J O T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR RENEW IO/Cit/02 0 INinAL iSSVE 10/04/0z SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-3 I 1a..a1HT®,1r a,r s a.-.. Carterliurgess cn z z I M 100' 0 100' M 00" H.LaON 3ndi 2°07' p C1V�Ic �RTti Malaurs AROVE GROUND TOP OP LIGHTING ROD 155.86' i -� TOP OF STRUCTURE 149.63' TOP OF ANTENNA' 151.65' BOTTOM 0£ ANTENNA 1 147.61 ! TOP OF ANTENNA 2 141.67' BOTTOM OF ANTENNA 2 133.80' TOP OF ANTENNA 3 128.76' BOTTOM OF ANTENNA 3 122.81' ur. xarIC5E.6eP'e� Iz LDNG IBE•Ea'aEElr• FAOUND ILBr. 681.00 � AAo.err we J c.oAa.aaar nr.m• -. -. / rACAlS! 4m wAm � lArlxlNr i SITE PLAN SCALE: 1"400' General Note: a This survey does not imply to be a boundary survey of the parent tract. The declination values below are in degrees and minutes. Accuracy is generally within one-half degree, but the presence of natural or artificial disturbances could cause differences of several degrees. m a h 938'+ TO PROPERTY T -MOBILE LEASE PARCEL - 1027'± TO PROPERTY LINE® �� L^17 . •6.71' -. C POB SBA LEASE PARCEL SBA LEASE PARCEL 288' ±TO PROPERTY LINE POB T- MOBILE LEASE PARCEL ! L�Q(J�Pi/EM1 C PA a I! A co co 00 '• •i 00 b O 4�1i p o O CD Y �Q) h oI A� �w CA ..I EGl17MENT . ; � y y -PAD y n y ELECTRIC PANEL ! 40.00' { . LEGAL DESCRIPTION SBA LEASE 11 LEGAL DESCRIPTION LEASE AREA 11 LEGAL DESCRIPTION EASEMENTS SBA Lease Parcel Part of the NW 114 of Section 27, T -2-N, R -13-W, Pulaski County, Arkansas more particularly described w follows; Commencing at the NW corner of said NW 114, thence South 00.42'02" East, along the West line of said NW 1/4,a distance of 1597.63 feet; thence North 88.47'34" East, a distance of 174.95 feet to the Point of Beginning; thence North 88'47'34" East, a distance of 40.00 feet; thence South 01'12'26" East, a distance of 40.00 feet; thence South 88'47'34" West, a distance of 40.00 feet; thence North 01'12'26" West, a distance of 40.00 feet to the Point of Beginning, containing 0.037 acres, more or less. AND Part of the NW 114 of Section 27, T -2-N, R -13-W, Pulaski County, Arkansas more particularly described as follows; Commencing at the NW corner of said NW 114, thence South 00.42'02" East, along the West line of said NW 1/4,a distance of 1597.63 feet; thence North 88'47'34" East, a distance of 155.95 feet to the Point of Beginning; thence North 88'47'34" East, a distance of 19.00 feet; thence South 01.12'26" East, a distance of 25.44 feet; thence South 88'47'34" West, a distance of 19.00 feet; thence North 01'12'26" West, a distance of 25.44 feet to the Point of Beginning, containing 0.011 acres, more or less. T -Mobile Lease Parcel Part of the NW 114 of Section 27, T -2-N, R -13-W, Pulaski County, Arkansas more particularly described as follows; Commencing at the NW corner of said NW 114, thence South 00.42'02" East, along the West tine of said NW 1/4,a distance of 1597.63 feet; thence North 88.47'34" East, a distance of 174.95 feet; thence South 01'12'26" East, a distance of 7.44 feet; thence North 88.47'34" East, a distance of 1.00 feet; thence South 01'12'26" East, a distance of 15.00 feet; thence South 88'47'34" West, a distance of 17.00 feet; thence North 01'12'26" West, a distance of 15.00 feet; thence North 88'47'34" EasE, a distance of 16 00 feet to the Point of Beginning, containing 0.006 acres, more or less. LEGAL DESCRIPTION EASEMENT Electric Easement for T -Mobile Part of the NW 114 of Section 27, T -2-N, R -13-W, Pulaski County, Arkansas more particularly described as follows; Commencing at the NW corner of said NW 114, thence South 00'42'02" East, along the West line of said NW 114,a distance of 1597.63 feet; thence North 88047'34" East, a distance of 204.95 feet to the Point of Beginning of an 15.00 foot wide Utility Easement lying 7.50 feet each side of the following described centerline; thence North 18'56'24" East, a distance of 49.04 feet to the Point of Termination. Ingress and Egress Easement for T -Mobile Plitt of the NW 114 of Section 27, T -2-N, R -13-W, Pulaski County, Arkansas more particularly described as follows; Commencing at the NW corner of said NW 114, thence South 00'42'02" East, along the West line of said NW 114,a distance of 1597.63 feet; thence North 88'47'34" East, a distance of 214.95 feet; thence South 01512'26" East, a distance of 11.00 feet to the Point of Beginning of a 12.00 and 25.00 foot Ingress and Egress Easement lying 6.00 each side of the following described centerline; thence North 88'47'34" East, a distance of 29.34 feet to a point where said easement lies 12.50 feet each side of the following described centerline; thence South 01'10'10" East, a distance of 42.45 fael; thence South 03'$7'23" East, a dislanca of 7.9,81 fret; chance along a C to the tgfl having a +adios of 240.76 feet, an arc langth of f17.56 feet and a chord which baars South 17"37'oT' East 116.40 fact: thenca Santh 31'36'39" Bast, a distance of 272.48 feel a point on the 1►esferly right-of-way ling of Pleasant Vallcy DriW and the Point of Termination. � I i SCALE: 1 "=20' ENLARGED SITE PLAN PROJECT INFORMATION SITE NAME: WATER TREATMENT PLANT SITE NUMBER: AR -1013 SITE ADDRESS: 10901 ROCKY VALLEY DRIVE LITTLE ROCK, ARWr AS 72211 OWNERS NAME: SSA, rbWrn ACOU&PONs INC. 2A2A N•FEDERAL HWY SUITE 410 _ SET 1/2" REBAR BOCA RATON. FL 33431 70WER CENTROLO LATITUDE: N 34.782190 LONGITUDE: W 92.392573 LATITUDE: N 34.48'55.884" LONGITUDE: W 92'23'33.261" GROUND ELEVATION: 561.00' PARAPET ELEVATION: N/A BASIS OF BEARINGS: ARKANSAS NORTH ZONE NOTES: LATITUDE AMB I.0NCnVDE SHOWN HEREON ARE BASED ON NAD83 AND ELEVATIONS NAVD 1965. N MARK- NAIL IN 15" OAK TREE SOUTH OF COMPOUND SITE. ELEVATION - 556.32' SO>°72' 26"Et 1 "T a4 X14 d 4 pnprrty is 10M1rd i., ZD "X' -.Ming to the Flood I--- Yap Cor y rlun[ty Phnr1 ND.+1ber 050151 003 E. dated Nowber a, 1993, u Aon Wilh[n the foo Y.41 Ftoed Rain LINE TABLE 1.N88D47'34"E 19.00' 2-S01"12'26"E 7.44' 3.501"12'26"E 15.00' 4.501"12'26"E 3.00' 5.S01'12'26"E 14.56' 6. S88e47' 34" W 19.00' 7.N01"12'26"W 25.24' 8_N88e47'34"E 1.00' 9-SOI"12'26"E 15.00' 10-S88"47'34"W 1.00' I1.S88"47'34"W 17.00' 12.N01"12'26"W 15.00' 13.N88 4 �4� S1�.bfW,,1', `�\�t'`'�5tvrtt111u+rreljL:f� !Ji STATE OF ., g ARKANSAS =_0=_*GNA'FU �r Jf orf11f1r 11�1111•`� �` JJ�fJj 3r Z,1 �""111111I11t" LEGEND VICINITY MAP �l 1 1 SET 1/2" REBAR •POWER LICK POLE� SIGN 41 WATER VALVE - S14lITARY SEWER MAN -HOLE -a ' = vrtr FIRE H pNERAN7 DESTAL S l� -•`aliw.;1. GAS METER- ETER WATER WATER METER DROP INLET GRATE ■ HANDICAP PARKING b. CONTROL POINTS CONCRETE-CONC. CUY WIRE ANCHOR- 3 POINT OF BEGINNING-P.O.B. 'S CERTIFICATE I HEREBY CERTIFY TO: T -MOBILE DISTANCES ARE GIVEN IN FEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED AND WERE TAKEN FROM THE PLAT AND DEEDS HEREIN NOTED. SURVEYED SEPTEMBER 2002. THIS PLAT WAS PREPARED UNDER MY SUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. # 1348 DRAWN LiY: J.DUNN GNECKED BY: M.JOHNSTON DATE 10-4-02 PLOT SCALE 1 : 2 DRAWING NAME IiATERTREATMENTPLANT C-1 �l 1 I HEREBY CERTIFY TO: T -MOBILE DISTANCES ARE GIVEN IN FEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED AND WERE TAKEN FROM THE PLAT AND DEEDS HEREIN NOTED. SURVEYED SEPTEMBER 2002. THIS PLAT WAS PREPARED UNDER MY SUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. # 1348 DRAWN LiY: J.DUNN GNECKED BY: M.JOHNSTON DATE 10-4-02 PLOT SCALE 1 : 2 DRAWING NAME IiATERTREATMENTPLANT C-1 PROPOSED T—MOBILE EQUIPMENT PAD f 1 (10.0'x15.0') / TOP OF PAD TO BE 4'0 > ABOVE EXISTING GRADE RE: S-1 PROPOSED SECURITY FENCE RE: C-5 x x. x a<.- - ay PROPOSED T—MOBILE l ' LEASE AREA RE: C-1 �• r of 3.0L lx' PROPOSED GRAVEL EDGE RE: C-5 - -- EXISTING WATER TANK EXISTING EXISTING SEE CNOTE 4 ELECTRICAL PANEL x xx x• EXISTING EASEMENT EQUIPMENT s PAD ELECTRICAL PANELS x SEE x NOTE 5 2.5' 9.0' F 4 19.2' —I C5 EXPANDED SBA LEASE AREA x RE: C-1 L x EXISTING EQUIPMENT SHELTER EXISTING 150' MONOPOLE TOWER RE: C-3 xxxx • T -- EXISTING - — EXISTING EQUIPMENT PAD PROPOSED CABLE BRIDGE RE: S-1 SITE LAYOUT PLAN C-2 SCALE -.NTS I ' 1 U /EXISTING i EXISTING 7.5' UTILITY EASEMENT ACCESS ROAD EXISTING 6' SECURITY FENCE EXISTING SBA LEASE AREA (40.0' x 40.0') EXISTING 25' INGRESS, EGF EASEMENT — GENERAL NATES 1. SEE SITE SURVEY FOR LIMITS OF LEASE AREA AND ADDITIONAL SURVEY INFORMATION. 2. DISTURBED AREAS TO BE RESEEDED AND MULCHED IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION. 3. PLACE STONE TO MATCH EXISTING CONDITIONS AND ENSURE PROPER DRAINAGE AWAY FROM CONCRETE PAD AND EQUIPMENT. REPAIR EXISTING WEED/GEOTEXTILE MAT AS REQUIRED. 4. CONTRACTOR TO REMOVE APPROX. 19 L.F. OF EXISTING SECURITY FENCE. CONTRACTOR TO TIE EXISTING FENCE TO PROPOSED SECURITY FENCE USING LIKE MATERIALS AND METHODS. 5. CONTRACTOR TO CUT NEW CABLE PORT ACCORDING TO TOWER MANUFACTURER SPECIFICATION, ROUTE END OF COAX RUN UPWARDS TO MATCH NEW PORT. OPTIONALLY, ROUTE COAX CABLES ON EXTERIOR OF OF POLE AND ATTACH WITH STAINLESS STEEL STRAPS AND COAX SNAP IN ADAPTERS (04' O.C. MAX. VERIFY WITH STRUCTURAL ANALYSIS. FLOOD INSURANCE RATE MAP CITY OF LITTLE ROCK, AR. 0501810042F.P EFFECTIVE: OCT. 19, 2001 FLOOD ZONE: C BFE: AREA OF MINIMAL FLOODING Y N GRID 0 10' 20' 30' GRAPHIC SCALE: 1" = 10'-0" CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Gre-11", S.C. 29607 (864) 329-8500 I ,•`y OF AUT'••., ;• '� tin �. � CARTER & BURGESS D No. fib W f— N > �—� Ocm r OJ ZW~Z ie)Q-1W� _ W T >Y ®Lu L-- Y O N 51 UaVW-J Z ��Ja r H ~ CD O) J ® o !W!51 T- C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: ISSUED FOR REMEW 10/01/02 INITIAL ISSUE 10/04/02 SHEET CONTENTS: SITE LAYOUT PLAN SHEET NUMBER: C-2 n e anrwmnp am � nr., e l� 7EXIIING 12' x INGRESS, EGRESS EASEMENT x EXISTING ELECTRICAL PANELS x x EXISTING SBA LEASE AREA (40.0' x 40.0') EXISTING 25' INGRESS, EGF EASEMENT — GENERAL NATES 1. SEE SITE SURVEY FOR LIMITS OF LEASE AREA AND ADDITIONAL SURVEY INFORMATION. 2. DISTURBED AREAS TO BE RESEEDED AND MULCHED IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION. 3. PLACE STONE TO MATCH EXISTING CONDITIONS AND ENSURE PROPER DRAINAGE AWAY FROM CONCRETE PAD AND EQUIPMENT. REPAIR EXISTING WEED/GEOTEXTILE MAT AS REQUIRED. 4. CONTRACTOR TO REMOVE APPROX. 19 L.F. OF EXISTING SECURITY FENCE. CONTRACTOR TO TIE EXISTING FENCE TO PROPOSED SECURITY FENCE USING LIKE MATERIALS AND METHODS. 5. CONTRACTOR TO CUT NEW CABLE PORT ACCORDING TO TOWER MANUFACTURER SPECIFICATION, ROUTE END OF COAX RUN UPWARDS TO MATCH NEW PORT. OPTIONALLY, ROUTE COAX CABLES ON EXTERIOR OF OF POLE AND ATTACH WITH STAINLESS STEEL STRAPS AND COAX SNAP IN ADAPTERS (04' O.C. MAX. VERIFY WITH STRUCTURAL ANALYSIS. FLOOD INSURANCE RATE MAP CITY OF LITTLE ROCK, AR. 0501810042F.P EFFECTIVE: OCT. 19, 2001 FLOOD ZONE: C BFE: AREA OF MINIMAL FLOODING Y N GRID 0 10' 20' 30' GRAPHIC SCALE: 1" = 10'-0" CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Gre-11", S.C. 29607 (864) 329-8500 I ,•`y OF AUT'••., ;• '� tin �. � CARTER & BURGESS D No. fib W f— N > �—� Ocm r OJ ZW~Z ie)Q-1W� _ W T >Y ®Lu L-- Y O N 51 UaVW-J Z ��Ja r H ~ CD O) J ® o !W!51 T- C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: ISSUED FOR REMEW 10/01/02 INITIAL ISSUE 10/04/02 SHEET CONTENTS: SITE LAYOUT PLAN SHEET NUMBER: C-2 n e anrwmnp am � nr., e NOTE : THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY. N PROPOSED T -MOBILE ANTENNAS SECTOR CONFIGURATION RAD. CENTER = 158' COORDINATE WITH T -MOBILE & SBA CONSTRUCTION MANAGERS FOR TOWER EXTENSIONS (OR HEAD MOUNT). _ EXISTING ANTENNAS RAD. CENTER = 149' EXISTING ANTENNAS RAD. CENTER = 137' _ EXISTING ANTENNAS RAD. CENTER = 125' PROPOSED FUTURE T -MOBILE LMU ANTENNAS RAD. CENTER = 110' GPS ANTENNA WITH 1/2" COAX MOUNT 10' ABOVE GRADE WITH UNOBSTRUCTED EXPOSURE TO THE SOUTH. CABLE BRIDGE -T-MOBILE CITYTALK EQUIPMENT 1 TOWER ELEVATION C-3 SCALE:NTS - ANTENNA PIPE TNAANA CCMBiNER (OUTLETS TO FACE DOWN -VERTICAL) #6 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTER) No. 6 STANDARD GREEN INSULATED GROUND WIRE TO UPPER ANTENNA GROUND BAR (2 HOLE LUGS EA. END) JUMPER TO BE SECURED WITH 1/2" ANDREWS BUTTERFLY HANGERS W/1" STANDOFFS 1/2" COAX JUMPER (MAX. LENGTH 4') DOWNTILT ASSEMBY REQUIRED FOR ALL PANEL TYPE ANTENNAS RR65-19-000P ANTENNA NOTE: ALL DOWNTILT, AZIMUTHS AND LNA'S TO BE VERIFIED BY RF TRANSMISSION 6„ SITE DATA SHEET. SEE PROJECT LINES TO BTS MIN. MANAGER FOR INFORMATION. BIPOLAR PANEL ANTENNA 2 AND LNA MOUNTING DETAIL C-3 SCALE; NTS BACK OF BACK OF ANTENNA ANTENNA PORT 1 PORT 2 PORT 1 PORT 2 SLANT LT SLANT RT SLANT LT M M SLANT RT M M 1/2� r1/2" 1/21 X1/2" _3' 3'-- M M� F F� 6'--- LHA L.NA —6- F 6'F F— M M_ 3'— 1/2' 1/2'-- 3' F F F_ F MMM 5 DUAL POLE EMS ANTENNA LAYOUT C-3 SCALE:NTS NOTE: DETAIL FOR SECTORS A (RED), B (YELLOW), AND G (BLUE) USING 12 LINES. (EXAMPLE SHOWN IS FOR SECTOR ONE) (3 BLUE) (1 BLUE) DIVERSITY J (4 RED) (2 RED) LM AIN—] (5 RED) (6 RED) FUTURE n (1 RED) (3 RED) nn J (6 BLUE) L(5 BLUJE) FUTURE (2 BLUE) L(4 BLUE) MAIN -j SECTOR 1 ALPHA 240' (7 'nCAQ SECTOR 2 BETA / 120' / IERSITY (4 YELLOW) .2 fti (2 YELLOW) L MAIN SECTOR 3 GAMMA y (5 YELLOW) (6 YELLOW) LFUTURE r ti (3 YELLOW) (4 YELLOW) L DIVERSITY) ATYPICAL ANTENNA PLAN SCALE: NTS �� NOTE: ALL AZIMUTHS ARE REFERENCED TO MAGNETIC NORTH. TOWER NOTES 1. FOR DETAILED TOWER ANTENNA INFORMATION REFER TO TOWER RAD CENTER ERECTION DRAWINGS BY OTHERS. COAX CABLE THE TOWER ON THIS SHEET IS A-1 SHOWN FOR GENERAL a 0 CONFIGURATION PURPOSES ONLY. z EXISTING 150' 2. ANTENNA CONFIGURATION IS o MONOPOLE TOWER SUBJECT TO CHANGE. VERIFY z ANTENNA HEIGHT, DOWN TILT, AND X AZIMUTH WITH PROJECT MANAGER 4 PRIOR TO CONSTRUCTION. A-3* 3. A STRUCTURAL TOWER 0' ANAYLSIS SHALL BE PERFORMED 188' BY A LICENSED ENGINEER TO 0' VERIFY THE ADEQUACY OF THE RR65-19-OODP TOWER AND FOUNDATION PRIOR TO 158' THE INSTALLATION OF THE (2) 1 5/8" 0 PROPOSED ANTENNAS AND B-2 APPURTENANCES. NO 120' MODIFICATIONS OF TOWER SHALL 188' BE MADE WITHOUT APPROVAL OF 0' STRUCTURAL ENGINEER. GPS ANTENNA WITH 1/2" COAX MOUNT 10' ABOVE GRADE WITH UNOBSTRUCTED EXPOSURE TO THE SOUTH. CABLE BRIDGE -T-MOBILE CITYTALK EQUIPMENT 1 TOWER ELEVATION C-3 SCALE:NTS - ANTENNA PIPE TNAANA CCMBiNER (OUTLETS TO FACE DOWN -VERTICAL) #6 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTER) No. 6 STANDARD GREEN INSULATED GROUND WIRE TO UPPER ANTENNA GROUND BAR (2 HOLE LUGS EA. END) JUMPER TO BE SECURED WITH 1/2" ANDREWS BUTTERFLY HANGERS W/1" STANDOFFS 1/2" COAX JUMPER (MAX. LENGTH 4') DOWNTILT ASSEMBY REQUIRED FOR ALL PANEL TYPE ANTENNAS RR65-19-000P ANTENNA NOTE: ALL DOWNTILT, AZIMUTHS AND LNA'S TO BE VERIFIED BY RF TRANSMISSION 6„ SITE DATA SHEET. SEE PROJECT LINES TO BTS MIN. MANAGER FOR INFORMATION. BIPOLAR PANEL ANTENNA 2 AND LNA MOUNTING DETAIL C-3 SCALE; NTS BACK OF BACK OF ANTENNA ANTENNA PORT 1 PORT 2 PORT 1 PORT 2 SLANT LT SLANT RT SLANT LT M M SLANT RT M M 1/2� r1/2" 1/21 X1/2" _3' 3'-- M M� F F� 6'--- LHA L.NA —6- F 6'F F— M M_ 3'— 1/2' 1/2'-- 3' F F F_ F MMM 5 DUAL POLE EMS ANTENNA LAYOUT C-3 SCALE:NTS NOTE: DETAIL FOR SECTORS A (RED), B (YELLOW), AND G (BLUE) USING 12 LINES. (EXAMPLE SHOWN IS FOR SECTOR ONE) (3 BLUE) (1 BLUE) DIVERSITY J (4 RED) (2 RED) LM AIN—] (5 RED) (6 RED) FUTURE n (1 RED) (3 RED) nn J (6 BLUE) L(5 BLUJE) FUTURE (2 BLUE) L(4 BLUE) MAIN -j SECTOR 1 ALPHA 240' (7 'nCAQ SECTOR 2 BETA / 120' / IERSITY (4 YELLOW) .2 fti (2 YELLOW) L MAIN SECTOR 3 GAMMA y (5 YELLOW) (6 YELLOW) LFUTURE r ti (3 YELLOW) (4 YELLOW) L DIVERSITY) ATYPICAL ANTENNA PLAN SCALE: NTS �� NOTE: ALL AZIMUTHS ARE REFERENCED TO MAGNETIC NORTH. r4 ---)ANTENNA SCHEDULE C-3 SCALE. NTS COAX CABLE INDENTIFICATION NOTE: CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA LABELING, PER THE FOLLOWING INSTRUCTION. 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3" OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOW: FIRST - ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED) SECOND - AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY) THIRD - AT A POINT OUTSIDE THE BTS (JUST PRIOR TO MGB) 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST TO ZERO DEGREES (NORTH), THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR - RED BETA SECTOR - YELLOW GAMMA SECTOR - BLUE GARTER & BURGESS, INC. Brook Rdd Ompwate Centw 201 Sr AfReld Porkmy %Ite 200 OreeeAla, S.C. 29607 ;� ATE pF r ARI Avf11SAS/ T��L 5. 1-111-�' jt�• r���r�iilr` I y���aiiir••�••• •� pF AUT'••. o+' CARTER & = OG BURGESS No.68-" :J .... Lu TTI w 4 10 _Q *a / T �04 N 14 Z LU Z oaQQ V QwY0U) QOw_j 4. o1= CD J 0 r C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: ISSWED FOR REVIEW 10/01/02 0 INITIAL ISSUE +alai/OZ SHEET CONTENTS: TOWER ELEVATION AND ANTENNA DETAILS SHEET NUMBER: C-3 ANTENNA AND COAXIAL CABLE SCHEDULE ANTENNA MARK ANTENNA AZIMUTH RAD CENTER COAX CABLE LENGTH** COAX CABLE MECHANICAL DOWNTILT A-1 RR65-19-OODP 0' 158' 188' (2) 1 5/8" 0 0' A-2 RR65-19-OODP 0' 158' 188' (2) 1 5/8" 0 0' A-3* RR65-19-OODP 0' 158' 188' (2) 1 5/8" 0 0' B-1 RR65-19-OODP 120' 158' 188' (2) 1 5/8" 0 0' B-2 RR65-19-OODP 120' 158' 188' (2) 1 5/8" 0 0' B-3* RR65-19-DOOP 120' 158' 188' (2) 1 5/8" 0 0' C-1 RR65-19-000P 240' 158' 188' (2) 1 5/8" 0 0' C-2 RR65-19-OODP 240' 158' 188' (2) 1 5/8" 0 0' C-3* RR65-19-OODP 240' 158' 188' (2) 1 5/8" 0 0' LMU-1* TBD TBD' 110' 140' (2) 1/2' 0 0' LMU-2* TBD TBD' 110' 140' (2) 1/2" 0 0' * FUTURE ANTENNAS TOTAL LENGTH = TBD' ** ESTIMATED LENGTH - CONTRACTOR TO VERIFY r4 ---)ANTENNA SCHEDULE C-3 SCALE. NTS COAX CABLE INDENTIFICATION NOTE: CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA LABELING, PER THE FOLLOWING INSTRUCTION. 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3" OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOW: FIRST - ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED) SECOND - AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY) THIRD - AT A POINT OUTSIDE THE BTS (JUST PRIOR TO MGB) 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST TO ZERO DEGREES (NORTH), THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR - RED BETA SECTOR - YELLOW GAMMA SECTOR - BLUE GARTER & BURGESS, INC. Brook Rdd Ompwate Centw 201 Sr AfReld Porkmy %Ite 200 OreeeAla, S.C. 29607 ;� ATE pF r ARI Avf11SAS/ T��L 5. 1-111-�' jt�• r���r�iilr` I y���aiiir••�••• •� pF AUT'••. o+' CARTER & = OG BURGESS No.68-" :J .... Lu TTI w 4 10 _Q *a / T �04 N 14 Z LU Z oaQQ V QwY0U) QOw_j 4. o1= CD J 0 r C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: ISSWED FOR REVIEW 10/01/02 0 INITIAL ISSUE +alai/OZ SHEET CONTENTS: TOWER ELEVATION AND ANTENNA DETAILS SHEET NUMBER: C-3 4 AIR CONDITIONER CONCRE' 15'-0" 1'-11 7/8"1 10'-1 1/8, I 2'-11" SITE CITYT LK CITY TALK I CITY TALK EXTEN 4Z' iI (EXTRATALK) III (6 TRX's) �I (6 TRX'Os) (6 TRS OS) i NOKIA CABINET PROFILE P.i C-4 SCALE:NTS 2 SECTION A -A C-4 SCALE:NTS RY PORT TOP OF PAD TO BE 4" ABOVE EXISTING GRADE INSTALLATION REQUIREMENTS CONFIGURATION CITYTALK BASIC CITYfALK EXTRATALK AC/OC DOUBLE ROOF CABINET EXTENSION CABINET SITE SUPPORT CABINET WIDTH 30.3 IN 30.3 IN 30.3 IN DEPTH WITH HEAT EXCHANGER 34.7 IN 34.7 IN DEPTH WITH AIR CONDITIONER 43.7 IN 43.7 IN 43.7 1N CABINET WEIGHT WITHOUT UNITS, DOORS, ROOF, HEAT EXCHANGER, OR AIR 224.9 LBS 198.5 LBS 180.8 LBS CONDITIONER MAXIMUM OPERATION WEIGHT WITH 630,6 LBS 582.1 LBS AFX'S AND AIR CONDITIONER MAXIMUM OPERATION WEIGHT WITH 767.2 LBS 718.7 LBS 882.0 LBS AFX'S AND AIR CONDITIONER (CITYfALK+) MAXIMUM OPERATION WEIGHT WITH 604.2 LBS 595.4 LBS RTCs AND HEAT EXCHANGER MAXIMUM OPERATION WEIGHT WITH RTCs AND 727.2 LBS 721.0 LBS HEAT EXCHANGER (CITYTALK+) MAXIMUM FLOOR LOAD < 1000 kg/m2 (204.8 LBS/FT2) WEIGHTS OF NOKIA CfTYTALK CABINET COMPONENTS COMPONENT WEIGHT SINGLE ROOF 11 KG (24.3 LBS) DOUBLE ROOF 20 KG (44.1 LBS) FRONT DOOR 16 KG (35.3 LBS) HEAT EXCHANGER 45 KG (99.3 LBS) AIR CONDITIONER 102 KG (224.9 LBS) AIC - 65 KG (143.3 LOS) COB - 28 KG (61.7 LBS) ASSEMBLY PLATE - 9 KG (19.8 LBS) 3 CABINET SPECIFICATIONS C-4 SCALE:NTS PROCEDURE FOR SWEEP TESTING TO BE ATTACHED AND PROVIDED BY OTHER. CHECK WITH PROJECT MANAGER FOR ADDITONAL INFORMATION ON RF SWEEP PROCEDURE. COAXIAL EQUIPMENT ENTRY TO BE ATTACHED AND PROVIDED BY OTHER. CHECK WITH PROJECT MANAGER FOR ADDITONAL INFORMATION ON RF SWEEP PROCEDURE_ CARTER & BURGESS, INC. Brookfield Corporote Center 201 BroakReld Parkway Suite 200 Cr*" "SC. 29607 ....(815 30 .... .. . ........... • QF AU1''J+►r CARTER & tJ BURGESS D No. 68 1 • ® w 1/1 W Z > T 0 v F- ly N }}} I ZW -Z J 1�<-iWp lx � }> Y V LLI < O cq s � arJ�Q yJ QzOw �WJa H ® H C F LU of m Q C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUE0 FOR REVIEW 10/01/02 0 1_NITtAL 155UE 10/04/02 SHEET CONTENTS: EOUIPMENT PAD LAYOUT SHEET NUMBER: V-4 ,v ca.1-0— , cam.."e. FENCE PANEL J NOTES: 1. ALL MATERIALS AND HARDWARE FOR THE CHAIN LINK FENCE SHALL BE OF A HOT DIP GALVANIZED FINISH. 2. CHAIN LINK FABRIC TO BE 9 GA. WIRE, 2 IN. = MESH WITH TWISTED SELVAGE TOP AND BOTTOM. (ASTM A392) 3. BARBED WIRE TO CONSIST OF 3 NO. 12-1/2 GA. GALVANIZED STEEL WIRE WITH 4 POINT BARBS OF NO. 14 GA. GALVANIZED STEEL 4. POST, RAIL, AND GATE FITTINGS TO BE PRESSED STEEL OR MALLEABLE CASTING. (ASTM A153) 5. ALL POSTS SHALL HAVE WEATHER CAPS INSTALLED. 6. POSTS TO SEF IN 3000 PSI CONCRETE. BOTTOM OF CONCRETE TO BE 2" MIN. FROM BOTTOM OF POST. 7. TIE WIRES TO BE 9 GA. ALUMINUM SPACED AT 12" O.C. POSTS/GATES AND 24" O.C. RAILS/WIRE. 8. TENSION BARS TO BE 3/16 x 3/4 INCH CARBON STEEL ATTACHED TO TERMINAL POSTS BY MEANS OF BEVELED EDGE BANDS. 1 STANDARD PANEL SECTION C-5 SCALE:NTS I. 4" OF #57 STONE GEOTEXTILE FABRIC MIRAFI 50OX J/ ^I 1—I II�f I 11=1 I I OR APPROVED EQUAL INSTALLED UNDER ALL STONE. SECURITY FENCING CONTRACTOR TO RESEED DISTURBED AREAS TO PRECONSTRUCTION CONDITIONS EXISTING SOIL OR 6" OF COMPACTED FILL 2 GRAVEL EDGE DETAIL C-5 SCALE:NTS CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Creenvdle 29807 ... 864 .. - ......... . . ;' OF AUT''•. i+ 0 r�i ? [i CARTER & t 1 BURGESS D No. fib A W y W 4 Q r Q �N o Z LU z V OG.QQO w���YU wQ�`10ai Vl 0 LU z:3 � r H O1= W O J � Q T C&B J013 NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: -s ISSUED FOR REVIEW 1D/01/02 0 INinAL ISSUE 10/04/62 SHEET CONTENTS: SECURITY FENCE DETAILS SHEET NUMBER: C-5 PRESSED STEEL EXTENSION ARM BENT OUTWARD ® 45 DEGREES POSTS ® 10'-0" Q.C. MAX. M 3 STRANDS BARBED WIRE AT 6" O.0 2-1/2" O.D. { STD. PIPE UNE 3" O.D. STD. TOP RAILS 1-5/8" POSTS z� PIPE CORNER O.D. STANDARD PIPE N! AND END POSTS MESH TO BE TRUSS ROD ATTACHED BY 3/8" DIA. WIRE TIES TO POSTS BRACE RAILS 4" THK. II 1-5/8" O.D. 11 CRUSHER RUN 36" x 12" DIA. STANDARD PIPE U CONCRETE FOOTING NO. 7 BOTTOM 36" x 12" DIA. TENSION WIRE CONCRETE FOOTING FENCE PANEL J NOTES: 1. ALL MATERIALS AND HARDWARE FOR THE CHAIN LINK FENCE SHALL BE OF A HOT DIP GALVANIZED FINISH. 2. CHAIN LINK FABRIC TO BE 9 GA. WIRE, 2 IN. = MESH WITH TWISTED SELVAGE TOP AND BOTTOM. (ASTM A392) 3. BARBED WIRE TO CONSIST OF 3 NO. 12-1/2 GA. GALVANIZED STEEL WIRE WITH 4 POINT BARBS OF NO. 14 GA. GALVANIZED STEEL 4. POST, RAIL, AND GATE FITTINGS TO BE PRESSED STEEL OR MALLEABLE CASTING. (ASTM A153) 5. ALL POSTS SHALL HAVE WEATHER CAPS INSTALLED. 6. POSTS TO SEF IN 3000 PSI CONCRETE. BOTTOM OF CONCRETE TO BE 2" MIN. FROM BOTTOM OF POST. 7. TIE WIRES TO BE 9 GA. ALUMINUM SPACED AT 12" O.C. POSTS/GATES AND 24" O.C. RAILS/WIRE. 8. TENSION BARS TO BE 3/16 x 3/4 INCH CARBON STEEL ATTACHED TO TERMINAL POSTS BY MEANS OF BEVELED EDGE BANDS. 1 STANDARD PANEL SECTION C-5 SCALE:NTS I. 4" OF #57 STONE GEOTEXTILE FABRIC MIRAFI 50OX J/ ^I 1—I II�f I 11=1 I I OR APPROVED EQUAL INSTALLED UNDER ALL STONE. SECURITY FENCING CONTRACTOR TO RESEED DISTURBED AREAS TO PRECONSTRUCTION CONDITIONS EXISTING SOIL OR 6" OF COMPACTED FILL 2 GRAVEL EDGE DETAIL C-5 SCALE:NTS CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Creenvdle 29807 ... 864 .. - ......... . . ;' OF AUT''•. i+ 0 r�i ? [i CARTER & t 1 BURGESS D No. fib A W y W 4 Q r Q �N o Z LU z V OG.QQO w���YU wQ�`10ai Vl 0 LU z:3 � r H O1= W O J � Q T C&B J013 NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: -s ISSUED FOR REVIEW 1D/01/02 0 INinAL ISSUE 10/04/62 SHEET CONTENTS: SECURITY FENCE DETAILS SHEET NUMBER: C-5 PIPE CAP (TYP.) SUPPORT GRIP STRUT AT MIN. OF 3 LOCATIONS U -BOLT (TYP.) 24" GRIP STRUT 14 GA SERRATED, PRE GALVANIZED STEEL ICE BRIDGE MIN. 2" I.D. SCH. 40 PIPE COLUMN, HOT -DIP GAVL. (TYP. FOR 2) TRAPEZE HANGER ASSY. BY ANTENNA CONTRACTOR FOR PROPOSED ANTENNA CABLES L3x3x1/4 I U -BOLT I 7GRIP STRUT L3x3xI/4 I PIPE COLUMN SECTION A -A EQ. I EQ. �A .. 1 1/2" THREADED ®� ROD HANGERS ALPHA 1&2 ® BETA 1&2 GAMMA 1&2 n ALPHA 3&4, BETA 3&4 I GAMMA 3&4 POLYPHASERS CONNECTED TO COAXES ON BOTTOM TRAPEZE T/PAD OR PLATFORM r I (FIELD VERIFY) GROUND CONNECTION J / 4I TOP OF GRADE RE: ELECTRICAL DINGS 2 guy L!- yy NEW #2 AWG BARE SOLID II II `m TINNED COPPER TO 1 GROUND RING I I III III NOTE: ONLY HOT TIPPED GALVANIZED OR STAINLESS STEEL HARDWARE SHALL UNREINFORCED CONCRETEBE FOOTING (TYP.) USED, ALL FIELD CUTS OF MATERIALS SHALL BE COLD GALVANIZED. 1'-0"1 MAX SPACING BETWEEN SUPPORTS = 8'-0". 1 CABLE BRIDGE TRAPEZE ASSEMBLY S-1 SCALE:NTS GENERAL NOTES FOR INSTALLATION OF CABLE BRIDGE: 1. MATERIALS USED WILL BE ONLY HOT DIPPED GALVANIZED. 2. ALL FIELD CUT SURFACES HAVE TO BE PAINTED WITH COLD GALVANIZED PAINT. 3. ALL CONNECTION HARDWARE SUCH AS LAGS, SHIELDS, LEAD TAP ANCHORS AND EXPANSION ANCHORS ARE TO BE SUPPLIED BY THE CONTRACTOR. 4. EXCESS THREADED ROD ON THE TOP OF THE GRIP STRUT IS TO BE CUT OFF AT 1" MAXIMUM LENGTH ABOVE THE GRIP STRUT COVER. 5. STABILIZER ANGLES (IF USED) ARE TO BE INSTALLED TO SHED WATER. 6. WHERE REQUIRED, ATTACH CABLE BRIDGE POST TO CONCRETE PAD WITH 2-3/8" EXPANSION ANCHORS THROUGH 1/2" MINIMUM THICKNESS BASE PLATES WELDED TO POSTS. 7. STABILIZER ANGLES (IF USED) ATTACH TO THE CONCRETE PAD BY 2"x2" ANGLE CUPS ANCHORED WITH 3/8" EXPANSION ANCHORS. 8. BUS BAR GROUND LEADS ARE TO BE IN 3/4" SCHEDULE 80 PVC. ELEVATED BUS BAR LEADS SHOULD BE IN 3/4" PVC HORIZONTAL TO A 45' TRANSITION UNTIL IT REACHES THE CONCRETE, 45' TRANSITION AGAIN TO HORIZONTAL. RUN THE GROUND LEADS OFF THE END OF THE PAD IN THE SAME DIRECTION ATTACHING EVERY 4' TO ANCHORED UNI -STRUT TO A 90' SWEEP CONTINUING VERTICAL TO GROUND CONNECTION. 9. AT THE TIME OF THE 4TH BTS FUTURE INSTALLATION, THE CONTRACTOR TASKED WITH THE ADDITIONAL CABLE RUNS WILL HAVE TO INSTALL ADDITIONAL BRIDGE, MATCHING THE MATERIALS OF THE EXISTING BRIDGE. 10. IF THE CABLE BRIDGE IS TO BE MOUNTED TO A PLATFORM, THE APPROPRIATE SQUARE WASHERS, UNI -STRUT AND HARDWARE SHOULD BE USED TO MOUNT THE TRAPEZE AND STABILIZERS (PROVIDED BY T -MOBILE). 11. THE 1/2" SUPER -FLEX JUMPERS GOING TO THE BTS WALL BE SUPPORTED WITH 3-1/2" HOLE CUSHION ASSEMBLY SUPPLIED BY CONTRACTOR ACCORDING TO MANUFACTURER'S DIRECTIONS. 15-0" - - S-1 6" CONCRETE SLAB -ON -GRADE OVER WELL COMPACTED NATURAL r SUBGRADE OR CLEAN SELECT FILL. `J REINFORCE W/ #5 BARS ® 12" _ O.C. EACH WAY AT MID- DEPTH. TYP. /4 A II t f 2 FOUNDATION PLAN 5-] SCALE:NTS PROVIDE HOOKS AS SHOWN TOP & BOTTOM :NT TYP.) 3 TYP. SLAB SECTION S-1 SCALE:NTS 3/4" CHAMFER-TYP. w ,d-� 0 I (V t � r 2'-0„ #5 DOWEL x ® 12 _1 O.C. REF. PLAN FOR SLAB REINF.-TYP. k� ... _J__. 7 ' � • r\ ��. �.� :ter.. . �% I • " � ��� 8" STRUCTURAL FILL SEE NOTE 1 3" 3" SUBGRADE, SEE NOTE 2 ~' CLR. CLR. #3 ® 18" O.C. 6_15 1 4 1TYP. GRADE BEAM SECTION 5-1 /SCALE:NTS SHELTER FOUNDATION NOTES: 1. STRUCTURAL FILL, IF REQUIRED, SHALL CONSIST OF A SANDY TYPE SOIL MIXTURE B. COORDINATE WITH ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, OF SANDY SOIL & GRAVEL WHICH SHALL EXHIBIT A LIQUID LIMIT LESS ANCHORS, HANGERS AND OTHER ITEMS RELATED TO CONCRETE WORK. THAN 30 AND SHALL BE COMPACTED TO A MINIMUM OF 98% MAXIMUM STANDARD PROCTOR IN ACCORDANCE WITH ASTM D 698. 9. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING IN ACCORDANCE WITH ACI 315 AND ACI 318. 2. SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 95% MAXIMUM STANDARD PROCTOR IN ACCORDANCE WITH ASTM D 698 3. FOUNDATION ELEMENTS SHOWN WERE DESIGNED ASSUMING A NET ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 4. CONTRACTOR SHALL VERIFY BEARING CAPACITY CONSTRAINTS PRIOR TO PLACEMENT OF FOUNDATION ELEMENTS. SHOULD BEARING CAPACITY CONSTRAINTS NOT MEET OR EXCEED THOSE SHOWN IN NOTE 3, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING AND CEASE ACTIVITY UNTIL FURTHER DIRECTED. 5. CONCRETE COMPRESSIVE STRENGTH (F'c) SHALL BE 4000 P.S.I. AT 28 DAYS, 4" NOMINAL SLUMP, 5-7% ENTRAINED AIR. 6. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL INTERMEDIATE GRATE ASTM A-615-60. 7. WELDED WIRE FABRIC FOR CONCRETE SHALL CONFORM TO ASTM A-185 SPECIFICATIONS. 10. ALL CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318). 11. ALL CONCRETE SHALL BE VIBRATED, TOP OF FOUNDATION SHALL BE SQUARE AND LEVEL WITH SMOOTH FLOAT FINISH AND A 1" CHAMFER AT ITS EDGE. 12. ALL REINFORCING STEEL SHALL BE INSPECTED AND APPROVED BY THE NEXTEL PARTNER'S CONSTRUCTION MANAGER PRIOR TO PLACEMENT OF CONCRETE CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER 48 HOURS BEFORE PLACING CONCRETE. 13. CONCRETE SHALL BE SAMPLE TESTED CONDUCTED IN ACCORDANCE WITH ASTM C31 AND C39. 14. READY MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94 SPECIFICATIONS. 15. ALL CODES AND STANDARDS REFERENCED SHALL BE OF THE LATEST ISSUE OR THOSE ADOPTED BY THE LOCAL JURISDICTION. CARTER & BURGESS. INC. B v kfl Td Cvrpmtg Curler 201 BrwkA46 Parkway Sulk 200 Greenr0ia, 5.C. 79807 (a m 329-a500 - E 6; OFA r [� CARTER & D . a BURGESSNo.68= W T C3 N N ZLu -Z n MQJw:3 oaQQO V rit>1_ QLL, �OW a 0 Lu J a O J r C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: 41IS5UED FOR REVIEW 10/01/02 0 INITIAL r5SUE 10/04/07 SHEET CONTENTS: CABLE TRAY SECTION, FOUNDATION DETAIL AND STRUCTURAL NOTES SHEET NUMBER: S-1 .0 mni.enrpwu., c... a ww.4+. GENERAL CONSTRUCTION NOTES= 1. THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE PROVIDING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. CONTRACTOR SHALL APPLY FOR ALL UTILITY SERVICES (POWER AND TELEPHONE) NO LATER THAN THE NEXT BUSINESS DAY FOLLOWING AWARD OF CONTRACT. COORDINATE WITH ELECTRIC UTILITY COMPANY FOR EXACT TRANSFORMER LOCATION, METERING REQUIREMENTS, AND SERVICE ROUTING. COORDINATE WITH TELEPHONE COMPANY FOR EXACT TELEPHONE REQUIREMENTS AND ROUTING OF SERVICE. 4. PRIOR TO THE SUBMISSION OF BIOS, THE CONTRACTORS WILL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS. AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 5. WRITTEN AUTHORIZATION IS REQUIRED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 6. CONTRACTOR SHALL NOT COMMENCE EXCAVATION OR DIGGING UNTIL AFTER CONTRACTOR HAS HAD UTILITY LOCATING SERVICES LOCATE AND IDENTIFY ALL EXISTING UNDERGROUND UTILITIES AND OTHER SYSTEMS. DAMAGE CAUSED TO EXISTING SYSTEMS SHALL BE REPAIRED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 7. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. B. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ELECTRICAL, SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND U11UTY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 9. THE GENERAL CONTRACTOR WILL SUPERVISE AND DIRECT THE WORK USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE OWNER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS WILL BE INCLUDED AS PART OF THE WORK. 11. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLAT OF THE SURVEY DRAWING, WILL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR WILL RELY SOLELY ON THE PLAT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND WILL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY OISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR WILL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. 12. COORDINATE WORK WITH LOCAL UTILITY COMPANY AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS. PROVIDE TRENCHING AND BACKFILL, AND PAY ALL UTILITY FEES UNLESS NOTED OTHERWISE. THE WORK WILL INCLUDE PROVIDING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 13. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS. AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ ENGINEER AND OWNER ASSUME NO RESPONSIBILITY AS TO SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING LOCATION OF EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTLITY COMPANY, DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. SERVICE ROUTING NOTES: (DWG E2) 1, CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR INSTALLATION OF INCOMING SERVICE CONDUCTORS AND EXACT METER BASE TYPE AND REQUIREMENTS. VERIFY EXACT LOCATION OF EQUIPMENT WITH CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 2. CONDUIT LINES SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND AWAY FROM THE EQUIPMENT TO THE PROPERTY LINE SO THAT WATER WILL FLOW AWAY FROM THE EQUIPMENT. TRENCHES SHALL BE EXCAVATED ALONG STRAIGHT LINES BEFORE CONDUITS ARE LAID SO THAT THE ELEVATION CAN BE ADJUSTED, IF NECESSARY, TO AVOID UNSEEN OBSTRUCTIONS. MANUFACTURED BENDS SHALL HAVE A MINIMUM RADIUS OF 36" FOR CONDUITS. 3. ALL CONDUITS SHALL BE SEALED WEATHERTIGHT ON INTERIOR AND EXTERIOR OF EQUIPMENT OR SHELTER TO PREVENT MOISTURE INFILTRATION. SEALANTS SHALL BE IDENTIFIED FOR USE WITH THE CABLE INSULATION, SHIELD, OR OTHER COMPONENTS. 4. CELLULAR EQUIPMENT CABINETS OR SHELTERS SHALL BE FURNISHED BY RESPECTIVE CARRIER AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN EQUIPMENT DRAWINGS AND SPECIFICATIONS TO VERIFY EXACT INSTALLATION DETAILS AND REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY ADDRESSED WITHIN THESE DRAWINGS. 5. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES IN CONDUIT RUNS AT EACH OCCURRENCE WHERE EXCEEDING 360 DEGREES IN TOTAL BENDS OR 300' IN LENGTH AT A CONVENIENT INTERMEDIATE LOCATION. PULL BOXES SHALL BE SIZED PER NEC 314. 6. ON SPARE CONDUITS, PROVIDE 2 PULL STRINGS SECURELY FASTENED AT EACH END OF THE CONDUITS. PULL STRINGS SHALL BE 20OLO TEST POLYETHYLENE CORD. PROVIDE CAP ON END OF THE CONDUITS AND MARK AS SHOWN ON THE SERVICES ROUTING PLAN. 7. MAINTAIN MINIMUM BENDING RADIUS FOR CONDUIT INSTALLATIONS PER CONDUIT/FIBER MANUFACTURER RECOMMENDATIONS. B. REFERENCE E4 FOR ONE -LINE, CONDUIT AND WIRE SIZE, AND SPECIFICATIONS. 9. PROVIDE MINIMUM OF 36 INCHES WORK CLEARANCE IN FRONT OF EQUIPMENT AND EQUIPMENT RACKS. 10. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UP TO THE VERTICAL SWEEP, AT WHICH POINT THE CONDUIT SHALL BE TRANSITIONED TO SCHEDULE 80 PVC UP TO THE EQUIPMENT. GROUNDING NOTES (DWG E3) 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS AND CONSTRUCTION MAY VARY ACCORDING TO SITE CONDITIONS. VERIFY EXACT EQUIPMENT GROUNDING WITH EQUIPMENT MANUFACTURER AND OWNER. 2. GROUND RODS SHALL BE DRIVEN AT 10'-0' INTERVALS OF THE GROUND RING OR RADIALS. GROUND RODS SHALL NOT BE PLACED CLOSER THAN 6'-0" APART PER NEC 250.53. MINIMUM SPACING BETWEEN ELECTROLYTIC GROUND RODS (EGR'S) SHALL BE 20'-0" UNO. 3. INSTALL GROUND CONDUCTORS AND GROUND RODS A MINIMUM OF 18" (MAXIMUM 36') FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. 4. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE; ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE (FENCE AND TOWER) OR MECHANICAL TYPE (2 -HOLE LONG -BARREL LUGS WITH MECHANICAL CONNECTORS AT EQUIPMENT). ALL HARDWARE SHALL BE STAINLESS STEEL WITH LOCKWASHERS. 5. CLEAN EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES THOROUGHLY AND COVER W/ (2) TWO COATS SHERWIN WLLIAMS GALVITE PAINT 835OW3 (OR EQUIVALENT). 6, ALL ELECTRICAL AND MECHANICAL GROUND CONNECTIONS SHALL BE TO BARE BRIGHT SURFACES AND HAVE ANTI -OXIDATION COMPOUND APPLIED TO CONNECTION (THOMAS AND BETTS KOPR-SHIELD). 7. THE MINIMUM BEND RADIUS FOR GROUND CONDUCTORS SHALL BE 8 INCHES FOR #6 AWG WIRE AND 12 INCHES FOR #2 AWG AND GREATER WIRE. 8. ITEMS TO BE BONDED TO THE GROUND RING INCLUDE BUT ARE NOT LIMITED TO: CORNER FENCE POSTS AND FENCE POSTS WITHIN 6' OF GROUND RING, GROUND BUS BARS, EQUIPMENT CABINETS OR SHELTERS, EQUIPMENT RACKS, CABLE SUPPORT STRUCTURES, TOWER, GENERATOR, ANY OTHER METALLIC OBJECTS WITHIN 6' OF GROUND RING. 9. GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ALL EXOTHERMIC WELD CONNECTIONS SHOOT PROPERLY WITH NO VOIDS OR DETERIORATION TO MATERIALS, LEADS, AND OTHER COMPONENTS. ENSURE THAT EACH LEAD IS OF SUFFICIENT LENGTH TO REACH ITS DESIGNATED TERMINATION POINT OR 24" INTO SHELTER OR EQUIPMENT CABINET, WHICHEVER IS LONGER. 10. OBSERVE NEC AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING. 11. GROUNDING ATTACHMENT TO TOWER SHALL BE PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). 12. GROUND COAXIAL RF CABLES USING GROUND KITS TO GROUND BARS AT TOP, MIDDLE, AND BOTTOM OF TOWER, SEE DRAWING E6 FOR DETAILS 13. ALL EXPOSED GROUND LEADS TO GROUND RING SHALL BE ENCASED IN 3/4" PVC OR FLEXIBLE TYPE CONDUIT TO 12" BELOW GRADE. 14. THE CONTRACTOR SHALL PERFORM BOTH PRE -CONSTRUCTION AND POST -CONSTRUCTION GROUND RESISTANCE MEGGER TESTS ON THE GROUNDING SYSTEM AND SHALL SUBMIT RESULTS IN WRITING TO THE CONSTRUCTION MANAGER. CONDUCT TESTS IN DRY WEATHER, NO LESS THAN 48 HOURS AFTER RAINFALL, AND IN ACCORDANCE WITH THE FALL -OF -POTENTIAL METHOD DEFINED IN IEEE 81 "GUIDE FOR MEASURING EARTH RESISTIVITY". 15. NOTIFY CONSTRUCTION MANAGER WHEN GROUNDING SYSTEM IS COMPLETE AND READY FOR INSPECTION PRIOR TO BACKFILLING. AFTER INSPECTION, BACKFILL ALL EXCAVATION WORK WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY IN 8" LIFTS TO AVOID SINKING. Ca teraBurgess CARTER do BURGESS. INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500 ,ttttttttt SS ATE p� A A S EGISIERED i PROFESSIONAL ENGINEER NO. 1 ���0558 PNER D �#1r>I t1itll��� C-) 1 CARTER & BURGESS J �,: LU F N W 4 p 11-4 > e- T Q �N } o Z w L� z JMQJ�� voaQ-5 LU }Y >Ww 0U) U) aowa J g , TJ- a- F- o F UJ G J R C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REASIONS: ISSU_ED FOR RENEW 10/01/02 NII nAL ISSUE 10/04/D2 SHEET CONTENTS: GENERAL ELECTRICAL NOTES AND LEGEND SHEET NUMBER: E1 ABBREVIATIONS A, AMP AMPERES MOB MAIN CIRCUIT BREAKER ABT ABOUT MLO MAIN LUGS ONLY AFF ABOVE FINISHED FLOOR MTD MOUNTED AFG ABOVE FINISHED GRADE N NEUTRAL BLDG BUILDING NEC NATIONAL ELECTRICAL CODE C CONDUIT NIC NOT IN CONTRACT CAT CATALOG NO NUMBER CKT CIRCUIT NTS NOT TO SCALE DWG DRAWING(S) RECEPT RECEPTACLE EGR ELECTROLYTIC GROUND ROD RGS RIGID GALVANIZED STEEL EQPT EQUIPMENT REQD REQUIRED EXIST EXISTING SCH SCHEDULE FBO FURNISHED BY OTHERS TYP TYPICAL FWE FURNISHED W/ EQUIPMENT UG UNDERGROUND GF1 GROUND FAULTINTERRUPTER UNO UNLESS NOTED OTHERWISE GND GROUND V VOLT(S) JB JUNCTION BOX WP INDICATES WEATHERPROOF LTG LIGHTING XFMR TRANSFORMER Ca teraBurgess CARTER do BURGESS. INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500 ,ttttttttt SS ATE p� A A S EGISIERED i PROFESSIONAL ENGINEER NO. 1 ���0558 PNER D �#1r>I t1itll��� C-) 1 CARTER & BURGESS J �,: LU F N W 4 p 11-4 > e- T Q �N } o Z w L� z JMQJ�� voaQ-5 LU }Y >Ww 0U) U) aowa J g , TJ- a- F- o F UJ G J R C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REASIONS: ISSU_ED FOR RENEW 10/01/02 NII nAL ISSUE 10/04/D2 SHEET CONTENTS: GENERAL ELECTRICAL NOTES AND LEGEND SHEET NUMBER: E1 MAIN BTS CABINET EQUIPMENT PAD (E) WATER TANK t8lglxt� E (TYP-)Tx (N) UTILITY METER MOUNTED TO BACK OF PPC (N) POWER PROTECTION CABINET (PPC) ON RACK, RE 3/E4 1. ■ (N) T -MOBILE (1) 2" POWER CONDUIT TO MAIN BTS `1— x I EXISTING CARRIER (N) T -MOBILE (1) 2" EQUIPMENT TELCO CONDUIT TO MAIN BTS PAD (N) FENCE (ADDED TO ACCOMODATE T -MOBILE) -P -ro (N) T -MOBILE LEASE AREA x x x (N) T -MOBILE PCS CONCRETE EQUIPMENT PAD (N) T -MOBILE NOKIA CITYTALK BTS CABINET (TYP. OF 4) ao (TYP.) 2 x x (N) CABLE SUPPORT STRUCTURE CONNECTION POINT AT CABINET LIQUIDTIGHT FLEXIBLE METAL CONDUIT PULLING ELBOW OR "LB" TYPE FITTING NOTE: CONTRACTOR SHALL INSTALL POWER AND TELCO CONDUITS WITH PULLSTRING. INSTALLATION OF POWER CONDUCTORS AND TELCO CABLE SHALL BE BY BTS INSTALLER. a a -i FINISHED GRADE ° IiF I 1= I I I I Irl/ I 1! I 1 I I� f SCH 40 PVC CONDUIT CONDUIT COUPLING 90' LONG ELBOW CONDUIT STUB—UP AT EQUIPMENT PAD E2 SCALE: NTS. (E) FENCE 4Io= E E — T T - - x — x — � r EXISTING CARRIER EQUIPMENT SHELTER — x — x - EXISTING CARRIER EQUIPMENT PAD (E) MONOPOLE X — X X x 1 SERVICES ROUTING PLAN E2 SCALE: 1 = 10 -0 LOO PEDESTAL UP CONDUITS 10'-0' D FENCE AND COORDINATE WITH LOCAL UTILITY FOR CONNECTION OF SERVICES AND/OR ADDITIONAL ROUTING (N) T -MOBILE (1) 2 - POWER CONDUIT (N) T -MOBILE (2) 2 - TELCO CONDUITS E) EQUIPMENT RACK TYP. OF 2) x x GENERAL NOTES 1. REFER TO DRAWING E1 FOR GENERAL NOTES PERTAINING TO THIS DRAWING. 2. REFER TO ONE UNE DIAGRAM (1/E4) FOR CONDUCTOR SIZES, EQUIPMENT RATINGS, AND ADDITIONAL INFORMATION. NOTES BY SYMBOL n O n I. ROUTE POWER AND TELCO CONDUITS TO EXISTING DEMARCATION POINTS. REFER TO ONE UNE FOR DETAILS. COORDINATE WITH LOCAL UTILITIES FOR CONNECTION OF SERVICE. 2. EQUIPMENT CABINETS SHALL BE FURNISHED BY T -MOBILE AND INSTALLED BY 3rd PARTY VENDOR. 3. POWER PROTECTION CABINET (PPC) SHALL BE FURNISHED BY T -MOBILE AND INSTALLED BY CONTRACTOR. 4. CONTRACTOR SHALL OBTAIN EQUIPMENT DRAWINGS AND SPECIFICATIONS FOR EXACT STUB UP LOCATIONS AND ADDITIONAL INFORMATION NOT NECESSARILY INCLUDED WITHIN THESE DRAWINGS. COORDINATE WITH T -MOBILE CONSTRUCTION MANAGER. N � GRID i 0 10 20 3C GRAPHIC SCALE: 1" = 10'-0" Carter=Burgess CARTER & BURGESS. INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500 �►1/ire 11 C, PTE 0 tat A . REGISTERED PROFESSIONAL ENGINEER Z! N0. 10558 tti 1b-y-oL C7 +� CARTER & N =_ BURGE S D No.Q rr �► rr RfM'�a Lu H wed p d'C4 N >- r�, 0 2111~Z J M Q J ooaQa0 w�a}N}YU wQFW- YO(Y L) �u) Q �RJa -1 F— G F— LU — W133 G J a r C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE I/////IS������SUES/REVI SIGNS: ISSUED FOR RENEW 10/01/02 q_ INmAL ISSLE 10/Oa/02 SHEET CONTENTS: SERVICES ROUTING PLAN SHEET NUMBER: E2 (TYR) ES r (N) FENCE (ADDED TO ACCOMODATE T -MOBILE) (N) T -MOBILE PCS CONCRETE EQUIPMENT PAD w4wj (TYP.) I <0/> � H (TYR5 (IYP,) * x x x x x rL; Wkiffi Ls (N) T -MOBILE NOKIA CITYTAL( BTS CABINET (TYP OF 4) (N) CABLE SUPPORT STRUCTURE (TYP. 2 AT (TYP.) l 3 i (E) WATER TANK CARRIER EOUIPMEi PAD (N) GROUNDING ELECTRODE Q (N) POWER PROTECTION CABINET (PPC) O (N) SURGE ARRESTOR FGROUND BAR EXISTING CARRIER EQUIPMENT SHELTER (N) LOWER ANTENNA r - GROUND BAR LJ ES (N) UPPER ANlTNN GROUII] BAR x x -- x - W int EXISTING " CARRIER EQUIPMENT PAD — (E) MONOPOLE E) TOKER GROUND RING VERIFY EXACT LOCATION) x x x— x x x x— x (E) FENCE 1 SITE GROUNDING PLAN E3 SCALE: 1 = 10'-0" (EEQUIPMENT OF T RACK x x GENERAL NOTES 1. REFER TO DRAWING E1 FOR GENERAL NOTES PERTAINING TO THIS DRAWING. 2. REFER TO DRAWING E6 FOR GROUNDING SCHEMATIC AND DETAILS. NOTES BY SYMBOL 0" L GROUNDING SYSTEM SHALL BE COMPRISED OF #2 AWG SOLID TINNED COPPER CONDUCTOR, UNLESS NOTED OTHERWISE, BURIED AT 30" MINIMUM BELOW FINISHED GRADE. CONNECTIONS SHALL BE EITHER EXOTHERMIC WELD (CADWELD, RE: 6/E5) OR MECHANICAL (BURNOY, RE: 7/E5) AS NOTED. 2. BOND CABINETS TO GROUND RING. GROUNDING OF CABINETS SHALL BE ACCOMPLISHED BY ROUTING #2 AWG GREEN INSULATED STRANDED WEATHER RESISTANT VNRE UNDER EQUIPMENT PAD, THROUGH PVC CONDUIT, AND INTO BASE OF CABINET VIA PENETRATION PRONDED. 3. BOND GROUND CONDUCTORS TO EACH SUPPORT LEG ON BOTH SIDES OF THE CABLE SUPPORT STRUCTURE. ALSO JUMPER EACH SECTION OF TRAY. 4. BOND POWER PROTECTION CABINET (PPC) TO GROUND RING (TYP. 2 PLACES). 5. BOND LEGS OF EQUIPMENT RACK TO GROUND RING. 6. BOND SURGE ARRESTOR GROUND BAR TO GROUND RING, RE: 4/E5. 7. BOND TO FENCE POST. 8. BOND LOWER ANTENNA GROUND BAR TO TOWER GROUND RING, RE: 2/E6. 9. PROVIDE #2 AWG SOLD TINNED COPPER GROUNDING ELECTRODE CONDUCTOR TO GROUND -NEUTRAL BOND IN SERVICE DISCONNECT. REFER TO ONE -LINE DIAGRAM ON N. N GRID 0 10 20 30I GRAPHIC SCALE: 1" = 10'--0" L Carter=Burgess1 CARTER & BURGESS, INC. Brookfield Cwporote Center 201 Braakrield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-0500 5AATE 0,c -t - F 11 1 .1 ARKAIS`AS, }` r-� lI -`PROFESSIONAL i `n ENGINEER ':._f N0. 10558 s?PHER o - ���►IIII���11'1 )p -y -oz OF A `C1 CARTER & N C BURGESS D� No. M .ALJ � ►` F LU r... O T CIA 1 Z LU z JC" < -J= =)0oD_aa0 >Y _ - wQHYO(n C.) QV�J Q WJa H Wm G J N � C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE IISSSUES/REVISIONS: Ap.ISSUED FOR REVIEW l0/Ot/02 WITIAL ISSUE 10/04/02 SHEET CONTENTS: SITE GROUNDING PLAN SHEET NUMBER: E3 CABLE AND CONDUIT SCHEDULE VOLTAGE: 120/240V 1 0 3 w I CONDUIT WIRES EACH CONDUIT REMARKS MARK REMARKS: QUANT. SIZE QUANT. SIZE GROUND SIZE ❑ FLUSH #PROVIDE GA BREAKER PANEL FURNISHED INTEGRAL WITH PPC DENOTES EDGE OF PPC, f 20OA/'1 ; k 20OA/I POWER TO UTILITY METER 01 1 2" 3 #3/0 I k I 1A A B CKT IBKR. 3 #3/0 1 #q POWER TO T -MOBILE 2" 3#4, #8G i 2" 2 PPC CABINET 4.50 3 4 PC OA NETTT MOBILE 2 2" SPACE 5 .. 6 60/2 2" 3 #4 1 #8 POWER TO MAIN BTS 7 1 8 0.10 CABINET �--� 9 10 *15 1 TELCO TO MAIN BTS U 1 2°CABINET I1 12 20/1 { 3/4" 2 #12 1 #12 POWER TO FLOODUGHT/RECEPTACLE 3/4"C. UTILITY METER LOCATED ON BACK OF PPC GENERATOR FLANGED INLET POWER PROTECTION CABINET (PPC) WEATHERPROOF LIGHT SWITCH ROUTE POWER AND t, GROUND (ELECTRODE) CONDUIT TO METER Ij TO GROUNDING SYSTEM J� 2" INCOMING POWER CONDUIT FROM LOCAL UTILITY TO GROUND RING GROUND ROD (GROUND—/ ELECTRODE) T 2" POWER CONDUIT. TO MAIN BTS CABINET 3/4" PVC CONDUITS FOR PPC GROUNDING (POWER AND TELCO SIDE) -I'TO GROUNDING 4SYSTEM #2 AWG TINNED COPPER WIRE, MECHANICAL CONNECTION TO POST (TYPICAL) 2" INCOMING TELCO CONDUITS FROM TELCO PEDESTAL 2" TELCO CONDUIT TO MAIN BTS CABINET 3 PPC RACK DETAIL E4 SCALE: N. T. S. NOTE: SEE CONDUIT ROUTING DETAIL FOR EXACT NUMBER AND SIZE OF CONDUITS TELCO I I TO EXISTING TELCO DEMARCATION POINT #2 AWG TO GROUND EL EXISTING INCOMING HIGH VOLTAGE SERVICE BY LOCAL UTILITY 4 I ' EXISTING STEP DOWN I I'. TRANSFORMER BY LOCAL [ r UTILITY 120/24OV, 10, } 3W SECONDARY 200A, 240V, 1 PHASE METER CAN (METER BY LOCAL UTILITY) (D@ FLOODLIGHT] I 20A/IP . L_ I 1�1P S GFl RCPT I�I I I I - - J I { I a- 3 1 60A/2P I BTS C,4BINEi L_ __ _ J L----• ;� PLYWOOD TELCO BACKBOARD, FURNISHED WITH PPC POWER PROTECTION CABINET OO (P13C) 1 ONE LINE DIAGRAM E4 SCALE: NTS VOLTAGE: 120/240V 1 0 3 w I GENERATOR FLANGED INLET, 200A, 120/24OV, REMARKS: SINGLE PHASE, 3 WIRE (FURNISHED WITH PPC) T WEIR LCP MAINS: 200 AMPS ❑ MLO 0 MCB 10 SURFACE ❑ FLUSH #PROVIDE GA BREAKER PANEL FURNISHED INTEGRAL WITH PPC DENOTES EDGE OF PPC, f 20OA/'1 ; k 20OA/I ALL ITEMS WITHIN ARE I 2P�, 2P FURNISHED WITH CABINET 4 AND PREWIRED UNLESS I k I OTHERWISE NOTED. FLOODLIGHT] I 20A/IP . L_ I 1�1P S GFl RCPT I�I I I I - - J I { I a- 3 1 60A/2P I BTS C,4BINEi L_ __ _ J L----• ;� PLYWOOD TELCO BACKBOARD, FURNISHED WITH PPC POWER PROTECTION CABINET OO (P13C) 1 ONE LINE DIAGRAM E4 SCALE: NTS PANELBOARD SCHEDULE - LCF 1�1!4 SCALE: NTS LOAD CENTER PANEL (LCP), 200A, 120/24OV, 10, 3W, 12 POLE, RE: 2/E4 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE INCOMING SERVICES WITH LOCAL UTILITIES PRIOR TO TRENCHING. 2 ALL CONDUCTORS SHALL BE COPPER, 90 DEGREES C RATED, AND CONDUCTOR INSULATION SHALL BE THWN OR THHN. 3. GROUND FAULT PROTECTION REQUIRED FOR UTILITY RECEPTACLES. 4. SERVICE NEUTRAL SHALL BE GROUNDED AT ONE LOCATION ONLY. 5. WHITE/NEUTRAL, GREEN/GROUND SHALL BE MAINTAINED THROUGHOUT THE SITE ELECTRICAL SYSTEM (TAPE WILL NOT BE ACCEPTABLE). 6. EQUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE SHALL BE NEMA 3R RATED. 7. CONTRACTOR SHALL USE SCHEDULE 40 PVC CONDUIT UNDERGROUND AND SCHEDULE 80 PVC WHERE EXPOSED, UNLESS OTHERWISE NOTED. 8. ALL NEWLY INSTALLED EQUIPMENT SHALL BE RATED AT IOK AIC MINIMUM. HIGHER RATINGS SHALL BE REQUIRED WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE. EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED WITH LOCAL UTILITY BASED ON EXACT CONDITIONS (XFMR SIZE, PERCENT IMPEDANCE, LENGTH OF CONDUCTORS, ETC). 9. DIMENSIONS SHOWN ARE APPROXIMATE. EXACT DIMENSIONS MAY BE MODIFIED SLIGHTLY BASED ON EXACT EQUIPMENT OBTAINED, SITE CONDITIONS, AND OWNER PREFERENCES. 10. POWER EQUIPMENT SHALL BE SQUARE D, SIEMENS, CUTLER HAMMER OR GENERAL ELECTRIC. ALL EQUIPMENT MUST BE OF ONE MANUFACTURER. 11. UNUSED CONDUITS SHALL BE SEALED TO PREVENT MOISTURE INSIDE CONDUITS. USED CONDUITS SHALL BE SEALED AFTER SERVICES HAVE BEEN RUN (IN METER CENTER, TELCO ENCLOSURE, AND CARRIER EQUIPMENT). ONE LINE DIAGRAM NOTES BY SYMBOL eQ" 1. POWER COMPANY SHALL PROVIDE CONDUCTORS AS REQUIRED FROM UTILITY TRANSFORMER TO METER LOCATED ON BACK OF PPC. COORDINATE EXACT METER REQUIREMENTS WITH LOCAL UTILITY. 2. NOT USED. 3_ POWER PROTECTION CABINET (PPC) IS A LUCENT/NORTHERN TECHNOLOGIES DESIGN PRE-PACKAGED UNIT. PPC INCLUDES METER BASE, GENERATOR RECEPTACLE, SERVICE ENTRANCE AND GENERATOR BREAKERS, LOAD CENTER PANEL, SURGE ARRESTORS, RECEPTACLES, AND TELCO BACKBOARD. ALL COMPONENTS ARE PRE -WIRED UNLESS NOTED OTHERWISE. 4. PPC IS EQUIPPED WITH SQUARE D WALKING BEAM INTERLOCK WHICH PROHIBITS BOTH POWER SOURCES FROM BEING IN THE 'ON" POSITION SIMULTANEOUSLY. 5. PPC CABINET WILL BE FURNISHED BY T -MOBILE AND SHALL BE INSTALLED BY CONTRACTOR. 6. CONTRACTOR SHALL PROVIDE AND INSTALL NAMEPLATE ON METER TO INDICATE "T -MOBILE". NAMEPLATES SHALL BE PHENOLIC, WHITE LETTERS ON BLACK BACKGROUND. 7, EQUIPMENT RACK SHALL BE WIDTH SHOWN AND A MAXIMUM OF 6'-6" HIGH. POSTS SHALL BE 3" GALVANIZED STEEL PIPE WITH CAP. CROSS MEMBERS SHALL BE UNISTRUT, ANCHORED TO POSTS WITH U -BOLTS AND 3/8" STAINLESS STEEL BOLTS AND WASHERS. RACK FOUNDATION SHALL BE V-6" WIDE BY 3'-6" DEEP, CONCRETE RENFORCED WITH REBAR, (4)—#4 EQUALLY SPACED IN EACH FOOTING, WITH #3 TIES 18" O.C. MAX. 8. PROVIDE 150 WATT SQUARE HALOGEN FLOODLIGHT WITH SWITCH. AIM FLOODLIGHT AT EQUIPMENT. 9. CONTRACTOR SHALL BOND NEUTRAL TO GROUND AT ONE LOCATION ONLY PER NEC 250 AND LOCAL CODE REQUIREMENTS. CarterzBurgess CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500 ��rATE p� if A AX Ab 14 PROFESSIONAL ENGINEER �IN p NO. 10558 �gtti NER �•�+�i� � ER D AvTh�' (S �� =1 CARTER & N BURGESS D No.'. L) LU H w W r p r T Q N>- o zW -Z 0 J c) ) oaa..< O 0 ,, }>YLU U LU QHY01Y rnO w a ��J°' H ~� -1 w c Q m C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: /////S������SUES/REVI SI ON S: AAOiSSUEO FOR REwE'w 10/0I/O2 INi AAL ISSUE 10/04/02 SHEET CONTENTS: ONE LINE DIAGRAM SHEET NUMBER: E4 VOLTAGE: 120/240V 1 0 3 w I AIC: 10,000 REMARKS: PANEL LCP MAINS: 200 AMPS ❑ MLO 0 MCB 10 SURFACE ❑ FLUSH #PROVIDE GA BREAKER PANEL FURNISHED INTEGRAL WITH PPC LUGS: ❑ SUB -FEED ❑ FEED-THRU ❑ NEMA 1 ® NEMA 3R ***PREWIRED INSIDE PPC C. WIRE LOAD DESCRIPTION KVA BKR. CKT A B CKT IBKR. KVA LOAD DESCRIPTION WIRE C" 2" 3#4, #8G BTS CABINET MAIN 4.50 60/2 1* .-, 2 SPACE 4.50 3 4 SPACE SPACE 5 .. 6 60/2 0.10 A/C SURGE SUPPRESSION 2#6, #IOG 7 8 0.10 9 10 *15 1 1.00 GFCI RECPT-TELCO BOARD 2 12, #12G 3/4" I1 12 20/1 0.20 FLOODLIGHT 2#12 #12G 3/4' DEMAND AMPS: 43.33 DEMAND kVA: 10.40 1 CONNECTED kVA: 10.40 PANELBOARD SCHEDULE - LCF 1�1!4 SCALE: NTS LOAD CENTER PANEL (LCP), 200A, 120/24OV, 10, 3W, 12 POLE, RE: 2/E4 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE INCOMING SERVICES WITH LOCAL UTILITIES PRIOR TO TRENCHING. 2 ALL CONDUCTORS SHALL BE COPPER, 90 DEGREES C RATED, AND CONDUCTOR INSULATION SHALL BE THWN OR THHN. 3. GROUND FAULT PROTECTION REQUIRED FOR UTILITY RECEPTACLES. 4. SERVICE NEUTRAL SHALL BE GROUNDED AT ONE LOCATION ONLY. 5. WHITE/NEUTRAL, GREEN/GROUND SHALL BE MAINTAINED THROUGHOUT THE SITE ELECTRICAL SYSTEM (TAPE WILL NOT BE ACCEPTABLE). 6. EQUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE SHALL BE NEMA 3R RATED. 7. CONTRACTOR SHALL USE SCHEDULE 40 PVC CONDUIT UNDERGROUND AND SCHEDULE 80 PVC WHERE EXPOSED, UNLESS OTHERWISE NOTED. 8. ALL NEWLY INSTALLED EQUIPMENT SHALL BE RATED AT IOK AIC MINIMUM. HIGHER RATINGS SHALL BE REQUIRED WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE. EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED WITH LOCAL UTILITY BASED ON EXACT CONDITIONS (XFMR SIZE, PERCENT IMPEDANCE, LENGTH OF CONDUCTORS, ETC). 9. DIMENSIONS SHOWN ARE APPROXIMATE. EXACT DIMENSIONS MAY BE MODIFIED SLIGHTLY BASED ON EXACT EQUIPMENT OBTAINED, SITE CONDITIONS, AND OWNER PREFERENCES. 10. POWER EQUIPMENT SHALL BE SQUARE D, SIEMENS, CUTLER HAMMER OR GENERAL ELECTRIC. ALL EQUIPMENT MUST BE OF ONE MANUFACTURER. 11. UNUSED CONDUITS SHALL BE SEALED TO PREVENT MOISTURE INSIDE CONDUITS. USED CONDUITS SHALL BE SEALED AFTER SERVICES HAVE BEEN RUN (IN METER CENTER, TELCO ENCLOSURE, AND CARRIER EQUIPMENT). ONE LINE DIAGRAM NOTES BY SYMBOL eQ" 1. POWER COMPANY SHALL PROVIDE CONDUCTORS AS REQUIRED FROM UTILITY TRANSFORMER TO METER LOCATED ON BACK OF PPC. COORDINATE EXACT METER REQUIREMENTS WITH LOCAL UTILITY. 2. NOT USED. 3_ POWER PROTECTION CABINET (PPC) IS A LUCENT/NORTHERN TECHNOLOGIES DESIGN PRE-PACKAGED UNIT. PPC INCLUDES METER BASE, GENERATOR RECEPTACLE, SERVICE ENTRANCE AND GENERATOR BREAKERS, LOAD CENTER PANEL, SURGE ARRESTORS, RECEPTACLES, AND TELCO BACKBOARD. ALL COMPONENTS ARE PRE -WIRED UNLESS NOTED OTHERWISE. 4. PPC IS EQUIPPED WITH SQUARE D WALKING BEAM INTERLOCK WHICH PROHIBITS BOTH POWER SOURCES FROM BEING IN THE 'ON" POSITION SIMULTANEOUSLY. 5. PPC CABINET WILL BE FURNISHED BY T -MOBILE AND SHALL BE INSTALLED BY CONTRACTOR. 6. CONTRACTOR SHALL PROVIDE AND INSTALL NAMEPLATE ON METER TO INDICATE "T -MOBILE". NAMEPLATES SHALL BE PHENOLIC, WHITE LETTERS ON BLACK BACKGROUND. 7, EQUIPMENT RACK SHALL BE WIDTH SHOWN AND A MAXIMUM OF 6'-6" HIGH. POSTS SHALL BE 3" GALVANIZED STEEL PIPE WITH CAP. CROSS MEMBERS SHALL BE UNISTRUT, ANCHORED TO POSTS WITH U -BOLTS AND 3/8" STAINLESS STEEL BOLTS AND WASHERS. RACK FOUNDATION SHALL BE V-6" WIDE BY 3'-6" DEEP, CONCRETE RENFORCED WITH REBAR, (4)—#4 EQUALLY SPACED IN EACH FOOTING, WITH #3 TIES 18" O.C. MAX. 8. PROVIDE 150 WATT SQUARE HALOGEN FLOODLIGHT WITH SWITCH. AIM FLOODLIGHT AT EQUIPMENT. 9. CONTRACTOR SHALL BOND NEUTRAL TO GROUND AT ONE LOCATION ONLY PER NEC 250 AND LOCAL CODE REQUIREMENTS. CarterzBurgess CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500 ��rATE p� if A AX Ab 14 PROFESSIONAL ENGINEER �IN p NO. 10558 �gtti NER �•�+�i� � ER D AvTh�' (S �� =1 CARTER & N BURGESS D No.'. L) LU H w W r p r T Q N>- o zW -Z 0 J c) ) oaa..< O 0 ,, }>YLU U LU QHY01Y rnO w a ��J°' H ~� -1 w c Q m C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: /////S������SUES/REVI SI ON S: AAOiSSUEO FOR REwE'w 10/0I/O2 INi AAL ISSUE 10/04/02 SHEET CONTENTS: ONE LINE DIAGRAM SHEET NUMBER: E4 FINISHED GRADE 18"0 X 24" DEEP WELL FINISHED GRADE NON -THREADED DROP IN CAP — — — W/CAP OR EQUIVALENT GRAVEL FILL _ (DEPTH AS REQUIRED) GRADE _ _ COUPLING FOR 6" PVC I �—III—III 1— I III 3/8" GALV LOCK #2 AWG WIRE LOOPED :1 I 1 PIPE r� I I— i FOR TESTING PURPOSES L� IE— WASHER GW -L03 30• III EXOTHERMIC WELD TO �l I'i 23"x2" BUSS BAR �Ak '1 6"0 X 3'-O" LONG n EXOTHERMIC WELD GROUND ROD 18" = 1�' MT -C6730.01 CONNECTION TREATED -3 I III WHITE PVC SLEEVE BELOW GRADE ,I I I—1 WITH 2 COATS COLD :111 11= `-" ! 11= LOOSE Z 3/8"X6 1/4' GALV ALL GALVANIZED PAINT -'11 �1 1" WIDE X 2" HIGH SLOT I" WIDE SLOT CUT 1— GRAVEL 3/8" GALV ° THREAD ROD CD -03625 #2 AWG SOLID I FOR GROUND CONDUCTOR SMOOTHER FOR = o NUT GN -03 TINNED BARE COPPER GROUND CONDUCTOR_� I I GROUND RING. c GROUND CONDUCTOR — EXTEND NOTCH 2" EXOTHERMIC WELD ABOVE CONDUCTOR. - ° CONNECTION TREATED =1 II I 111 1 CADWELD (TYP.) — 1 z #2AWGX8'-O" TINNED WIRE c LEAD NdTN THERMOWELD WITH TWO (2) COATS MT -585-T ° COLD GALVANIZED 5/8" DIAMETER Ilfu u — I— — — — —I11 PAINT COPPER CLAD STEEL {I1=1II fI— I 1! —� �� GROUND ROD 8' LONG 12" MIH. 12 MIN. I r�— 'I L= EXTERIOR GROUND RING. PLACE 30" LEADS SHOWN SHORT FOR GROUND ROD 3" OF CRUSHED BELOW GRADE OR 6" CLARITY, ACTUAL LENGTH: ROCK BELOW WELD - tj BELOW MOST LINE. 8•-0" (96•) IJJ WELD SHALL REMAIN R\_ VISIBLE OROUND ROD {Y�J 1 GROUND ROD DETAIL INSPECTION SLEEVE DETAIL -CARRIER ES SCALE: N.T.S E5 SCALE:N.T.S. 1ED GRADE I I I I I I NOTE. LABEL EACH END OF CONDUITS: (P) POWER: 1 EA. - T' BAND OF RED TAPE (T1) TELC01: 1 EA. - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA. - 2" BAND OF ORANGE TAPE �'81CONDUfi LABELING E5J SCALE: N. T.S TYPE SS TYPE TA TYPE XA TYPE GT <S4� <Z�4 TYPE HS TYPE HA 31119SPECTION WELL DETAIL --TOWER ES JSCALE:N.T.S. TYPE VB 16�4 TYPE YGIBS TYPE GR TQ�� TYPE VS ao COAX CABLES TO ANTENNAS DOWNLEAD ''[� •s HARP SHELL CABLE TO GROUND KIT (TYP.) LOWER AGB TYPE KC UPPER ANTENNA !I GROUND BAR ADDITIONAL INSTRUCTION MOUNTED TO II, TOWER BY ANGLE ADAPTER NTH DOWNLEAD CABLE TO INSULATORS LOWER AGB REFER TO PLAN FOR COAXIAL CABLES �p TOWER TYPE HARD SHELL #2 TINNED COPPER ENCASED GROUND KIT (TYP.) IN 3/4" SCHED. 40 RE: CIVIL I LONER ANTENNA #2 TINNED COPPER I;! GROUND BAR EICASED IN 3/4' SCHED. 40 74i (LOCATED BELOW 1/0 (TYP. 3 PLACES) I;IIII ON (E) OR (N) TOWER) III �I NOTES: -' - 1. CABLE BRIDGE NOT SHOWN =i 1131 I FOR CLARITY. T 95% PROCTOR DENSITY LII . -• -l' 2. CONTRACTOR TO COORDINATE W/ _ IEI I IIT ANTENNA MANUF. ON ANTENNA k 1 1= COAXIAL CABLE GROUND BAR SPACING FOR PROPER GROUNDING. (MTYPICAL COAXIAL GROUNDING ES SCALE:N.1.5. WARNING TAPE, SEE y i�84 *20 1ED GRADE I I I I I I NOTE. LABEL EACH END OF CONDUITS: (P) POWER: 1 EA. - T' BAND OF RED TAPE (T1) TELC01: 1 EA. - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA. - 2" BAND OF ORANGE TAPE �'81CONDUfi LABELING E5J SCALE: N. T.S TYPE SS TYPE TA TYPE XA TYPE GT <S4� <Z�4 TYPE HS TYPE HA 31119SPECTION WELL DETAIL --TOWER ES JSCALE:N.T.S. TYPE VB 16�4 TYPE YGIBS TYPE GR TQ�� TYPE VS ao s� REFER TO MANUFACTURERS TYPE GL LUG TYPE PG CATALOG AND CONSULT WITH TYPE KC CONSTRUCTION MANAGER FOR REFER TO MANUFACTURERS CATALOG AND CONSULT WITH ADDITIONAL INSTRUCTION STANDARD WELD (CADWELD) DETAILS PVC CONDUIT PLUG CONDUIT ABOVE GRADE SCHEDULE 80 PVS PVC CONDUIT COUPLING o_ J w PVC SCHEDULE 80 2'-0" RADIUS MIN. rr 2'-0" RADIUS MIN. LL SIZE AS SHOWN � ON LAYOUTS HORIZONTAL RUNS OF UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UNDERGROUND CONDUIT STUB -UP E 5 1 SCALE: N. T, S 4 SURGE ARRESTOR GROUND BAR E5 SCALE:N.T.S. TYPE BD18G92 GATE POSTS CARTER h BURGESS. INC. Brookfield Corporate Center 201 Brookfield Parkway Sults 200 Greenville. S.C. 29507 .. ' (864) 329-8500 �I ATE '4 PROFESSIONAL c ENGINEER N0. 10558 X�* op �t1ll� *Nd D LU U) LLI rel O r �1► O z Lu z LU ���Y 0 US H 0 A a v Q(� J z � of F. a LU OJ I Q T ChB JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR REVIEW 10/01/02 0 INTTIAL ISSUE 10/04/02 SHEET CONTENTS: DETAILS SHEET NUMBER: E5 s� TYPE KC TYPE YAWL-2TC38 REFER TO MANUFACTURERS CATALOG AND CONSULT WITH FENCE/ICE BRIDGE POSTS CONSTRUCTION MANAGER FOR ADDITIONAL INSTRUCTION 7 STANDARD MECHANICAL BURNDY DETAILS E5 SCALE :N.T,5- SOIL STA81UZER FABRIC RE: CIVIL FINISHED GRADE III �I COMPACTED GRANULAR TO =i 1131 I ET 95% PROCTOR DENSITY _ IEI I IIT 1 1= 6" WIDE YELLOW III—I I WARNING TAPE, SEE MINIMUM COVER �_ E= f 11 1 I-1 NOTE 10, DWG Et REQUIREMENTS PER z NEC TABLE 300-5l N I I 1 i 1I I I EARTH 111 --II ^I — SCH. 40 PVC TELCO CONDUITS WITH PULL ll STRINGS 1- TI 11 — COMPACTED SAND SCH. 40 PVC POWER:111 CONDUIT WITH 1 1 1 111=1 111 Ifl f I l I l—I I PULL STRINGS =I 11- I =III—III=IIE- I I —I I —III= COMPRESSED , I2" 7 1/2" RE: NEC 300-55(F)(f) NOTE: TYPICAL FOR ALL UNDERGROUND 32" CONDUITS. REFER TO PLANS FOR QUANTITY AND LOCATION OF EACH CONDUIT RUN. 10 TRENCH DETAIL ES SCALE:N.T.S. CARTER h BURGESS. INC. Brookfield Corporate Center 201 Brookfield Parkway Sults 200 Greenville. S.C. 29507 .. ' (864) 329-8500 �I ATE '4 PROFESSIONAL c ENGINEER N0. 10558 X�* op �t1ll� *Nd D LU U) LLI rel O r �1► O z Lu z LU ���Y 0 US H 0 A a v Q(� J z � of F. a LU OJ I Q T ChB JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR REVIEW 10/01/02 0 INTTIAL ISSUE 10/04/02 SHEET CONTENTS: DETAILS SHEET NUMBER: E5 n LEGEND MECHANICAL CONNECTION (BURNOY), RE: 7/E5 EXOTHERMIC CONNECTION (CADWELD), RE: 6/E5 #2 AWG SOLID TINNED COPPER GROUND CONDUCTOR (UNO) YP, OF 6) (TYP. OF MENNCOAX A REQUIRED ONLY FOR ANTENNA A COAX GROUND CABLE RUNS 200' OR GREATER- GROUND #6 AWG BARE COPPER VIRE ..Jt- J2 ARG INSULATED 66 BAR P2 AWG INSULATED _ .,,__....... #6 AWG BARE COPPER WIRE YP. OF kNTEAN COAX GROUND #6 AWG BARE COPPER WRE SURGE 02 AWG BARE COPPER WIRE RREST ardiun 02 AWG BARE COPPER WIRE BAR YP. OF W NNP COAX GROUND #6 AWG BARE COPPER WIRE MIDDLE 2 AWG INSULATED STRANDED LOWER #2 AWG BARE COPPER WIRE GROUND GROUND AWG BARE COPPER PARE BAR 2 AWG INSULATED STRANDED BAR M1 COPPER WIRE #2 AWG BARE COPPER WIRE CABLE EXISTING FENCE PPC RACK POWER TELCO BRIDGE GROUNDING POSTS LEGS LEGS SYSTEM GROUND BAR ON TOWI CONTRACTOR TO UTILIZ KOPR-SHIELD (THOMAS BETTS) OR EQUAL ON LUGGED CONNECTIONS (2) J2 AWG TO GROUI RING VIA BOTTOM GROI BAR AND INTERMEDIATE GROUND BAR AS REQU,,.— PPC BTS FUTURE CABINET BTS YP. OF 3 1 CABINET #6 AWG FROM ANTENNA CABLE GROUND KIT #2 AWG FROM ANTENNA MAST OR MOUNTING BRACKET 12 AWG BARE COPPER WIRE #2 AWG BARE COPPER WIRE #2 AWG BARE COPPER WIRE 12 AWG BARE COPPER WIRE #2 AWG BARE COPPER WIRE 12 AWG BARE COPPER WIRE 02 AWG BARE COPPER WIRE #2 AWG BARE COPPER WIRE UTILITY METER GROUND RING COMPRISED OF #2 AWG SOLID TINNED BARE COPPER WIRE rt GROUNDING SCHEMATIC DIAGRAM E6 SCALE: NTS e s 7/ts" 2 A e d c a e ° o d oy 3 0 f a LEGEND 1 - TINNED GROUND BAR, 1/4'x 4"x 12" MINIMUM, 4 - MOUNTING BRACKET, HOLE CENTERS TO MATCH NEMA DOUBLE (MOUNT HORZ. ON VERTICAL CABLE LADDER) LUG CONFIGURATION (SEE LUG CONNECTION 5 - 5/8-11 X 1" H.H.C.S.BOLTS FROM ANTENNA DETAIL THIS SHEET) 6 - GROUND BAR SHALL BE SIZED TO ACCOMMODATE 2 - INSULATORS ALL GROUNDING CONNECTIONS REQUIRED PLUS 3 - 5/8" LOCKWASHERS PROVIDE 50% SPARE CAPACITY 3 GROUND BAR DETAILS E6 SCALE: N. T.5. NOTES: 1. TINNED GROUND BAR 1/4"WA 2" 2 -HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. SIMILAR INSTALLATION FOR TOP AND BOTTOM TOWER GROUND BARS AND FOR COAX ENTRY PORT GROUND BARS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL OR GALVANIZED UNLESS NOTED OTHERWISE. 4. STACKING OF LUGS IS NOT ACCEPTABLE. BACK-TO-BACK LUGS WILL ONLY BE ACCEPTED WHEN OTHER HOLES ARE UNAVAILABLE. 5. GROUND LEADS SHALL BE RUN IN DOWNWARD DIRECTION, IN THE STRAIGHTEST PATH POSSIBLE TO TERMINATION POINT. 6. ALL TOWER BUSS BARS SHALL BE ISOLATED FROM THE TOWER. 7. ALL GROUND KIT WRAPPINGS SHALL BE SEALED WATH 3M SKOTCHKOTE ELECTRICAL COATING, 3M PART #054007-14853. B. WRAPLOCK SHALL BE CABLEWAVE STRAPTITE PART #910061 OR EQUAL 9. ALL CONNECTIONS SHALL BE ASSEMBLED IN THE FOLLOWING ORDER: BOLT -FLAT WASHER -BUSS -LUG -FLAT WASHER -LOCK WASHER -NUT, IN THAT EXACT ORDER. IF BACK TO BACK LUGS ARE NECESSARY DUE TO NO AVAILABLE HOLES, ALL CONNECTIONS SHALL BE ASSEMBLED IN THE FOLLOWING ORDER: BOLT -FLAT WASHER -LUG -BUSS -FLAT WASHER -LOCK WASHER -NUT. ANTENNA (VERIFY EXACT TYPE AND QUANTITY) 1/2' COAX JUMPER STANDARD COAX GROUND KIT (TYP.), RE: 5A6 #6 AWG SOLID BARE COPPER WIRE FOR GROUNDING CABLES (TYP-) •••• UPPER ANTENNA GROUND BAR (AGB) AT TOP OF TOWER, RE: - 4/E6 #2 AWG COPPER WIRES GROUND BAR AT _ MIDDLE OF TOWER (REQUIRED ONLY WHERE RF CABLES EXCEED 200') #2 AWG COPPER WIRES NOTE: TYPICAL DETAIL INDICATES (1) RF CABLE. IF DUAL POLE ANTENNAS ARE USED, TWO (2) RF CABLES ARE REQUIRED PER ANTENNA, 12 TOTAL RF CABLES. VERIFY ANTENNA TYPE AND RF CABLE QUANTITY WITH RF DATA SHEET, DRAYANG C3. 1/2' COAX JUMPER TO BTS -­� TO BTS EQUIPMENT (VERIFY EXACT NUMBER OF CABLES WITH DRAWINGS) •" ""LOWER ANTENNA GROUNDSURGE ARRESTOR GROUND AR, BAR (AGB) AT BASE OF •••••• WITHIN 24" OF COAX ENTRY I J TOWER I PORT OR RADIO ENCLOSURE #2 AWG SOLD TINNED BARE l _' O AWG SOLID TINNED BARE C COPPER WIRES } I COPPER WIRES �— #2 AWG SOLID TINNED BARE COPPER WARE (GROUND RING) r2_`NICOAX CABLE GROUND RISER E6 SCALE- N-T.S- STANDARD GROUND KR CONNECTOR(TYP-) WEATHERPROOFING SEE DETAIL 5 ON KIT (TYP.) I THIS DRAWING ANTENNA CABLE TO RF EQUIPMENT (TYP.) J6 AWG ----UPPER ANTENNA GROUND BAR (AGB), MOUNTED NEAR ANTENNAS J2 AWG INSULATED —STRANDED TINNED COPPER WIRE, BONDED TO GROUND BAR 4 GROUND CONNECTIONS TO CGB E5 SCALE:N.T.S. CABLE TO ANTENNA COAX CABLE GROUNDING CLAMP KIT KIT CABLE TO CELL EQUIPMENT #6 AWG STRANDED COPPER GROUND CONDUCTOR NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND IN CABLE. 2 ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 3. 2-1/2' DIA. MAX FOR TX/RX ANTENNA CABLES. /`51COAX CABLE GROUND KCf !6) SCALE:IV.T.5. CARTER h BURGESS, INC. Brookfield Corporate Center 201 Broakfidd Parkway Suite 200 Greenville, S.C. 29607 (8 64) 329-8500 c� PROFESSIONAL i ENGINEER �i NO. 10558 5'��pHER D. iati�� oF a Urso' ?Li CARTER & N >-= BURGESS D DG No. 68 w F— �1 ♦ u1 W =�1 ZO ] T N 04 V HW~ 0QJ-� 0on_.aQO UJ W < F 0 co U a0OW J ZQ ��Ja w of fA � Q r ChB JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: AAISSUEDFOR REVIEW 10/01/02 /4\ INITIAL ISSUE 10/04/02 SHEET CONTENTS: GROUNDING DETAILS SHEET NUMBER: E6 PROJECT DESCRIPTION T -MOBILE PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS FACILITY AT AN EXISTING TOWER SITE FOR THE OPERATION AND MAINTENANCE OF TELECOMMUNICATIONS EQUIPMENT. DIRECTIONS ` FROM LITTLE ROCK TAKE 1-430 TOWARDS WOODLAND HEIGHTS (EXIT 9). TAKE EXIT 9 AND TURN LEFT ONTO HWY.10. CONTINUE ON HWY.10 TO RODNEY PARHAM ROAD. TURN LEFT ONTO RODNEY PARHAM ROAD AND CONTINUE TO ROCKY VALLEY DRIVE. TURN LEFT ONTO ROCKY VALLEY DRIVE AND CONTINUE TO THE TOWER SITE ON THE RIGHT. I VICINITY MAP � r 4,4mki RA ` �; � all ''ya°3h��. ...Nein RppR Rei tiijSv'I�i? Si,H•-,�'9 �, I Ln Ji _kJelw SITE t a p Foten'a ygly',r Dr �x 1ljj''- �L_ San.lri,gN V rOr � _I � y- dam, '+Axgs *Ile valloy Or ri �!bmro I I _ j p, j:._• Ln I i I A MOWN MAP SITE INFORMATION: JURISDICTION: CITY OF LITTLE ROCK TAX MAP: #UNKNOWN CODE: OCCUPANCY: UNMANNED ZONING: R-2 CONSTRUCTION TYPE: 2C CONSTRUCTION USE: U ONE CALL: CONTRACTOR TO CALL BEFORE DIGGING!!!! PHONE: (800) 482-8998 E)� A PROJECT FOR: SASE TRANSCEIVER COLLOCATION SITE SffE NUMBER AR -'1013 SITE NAME WATER PLANT SffE ADDRESS 10901 ROCKY VALLEY DRIVE LITTLE ROCK, AR. 72211 PU LASKI COUNTY AR -1013 WATER PLANT (PER 2C CERT.) 150' EXIST. MONOPOLE TOWER LAT. = 34° 46' 55.9" N (NAD 83) LAT. = 34e 46' 55.52" N (NAD 27) LONG. = 92° 23' 33.2" W (NAD 83) LONG. = 92e 23' 32.66" W (NAD 27) ELEV. = 561.0' (NAVD 27) PROJECT SUMMARY PROPERTY OWNER: CITY OF LITTLE ROCK (CITY HALL) 500 W. MARKHAM LITTLE ROCK, AR. 72201 (501) 371-4500 UTILITIES POWER: ARKANSAS POWER AND LIGHTING (501) 843-7476 APPLICANT: T—MOBILE CONTACT: TIFANNY HUGHES PHONE: (727) 463-5930 PRE—CONSTRUCTION COORDINATOR TELCO: SOUTHWESTERN BELL MS. JODY CLARK (714) 284-2554 APPROVED FOR CONSTRUCTION: PROPERTY OWNER RF CONSTRUCTION NETWORK - ZONING OPERATIONS REAL ESTATE OTHER DRAWING INDEX GENERAL T-1 TITLE SHEET N-1 GENERAL NOTES N-2 GENERAL NOTES N-3 GENERAL NOTES SURVEY C-1 SITE SURVEY CIVIL C-2 SITE LAYOUT PLAN C-3 TOWER ELEVATION AND ANTENNA DETAILS C-4 EOUiPMENT PAD LAYOUT C-5 SECUR [TY FENCE DETAILS STRUCTURAL S-1 CABLE TRAY SECTION, FOUNDATION DETAIL AND STRUCTURAL NOTES ELECTRICAL E-1 GENERHL ELECTRICAL: 0TES AND—ate E-2 SERVICES ROUTING P`i 1"; 0 " A a E-3 SITE 'r^ 1l=7 SU_- EC Y I 1 C' I IC ,tiC C 1;i GRC]lJIVDINGPLANT„ � � �I;GIIIVI E-4 ONE UNE DIAGRAM fIl Ta D ra r'E o ,z.:N r' L, If7r"_ L:t:'ii I;'sLl C'., -,as:[...:..: E-5 DETAILS MI1"•.'i i E i-"'-; ,i cE-6 GROUNDING DETAILSP OCT 0 8 2002 1 PREPARED BY: CartersusiBurgess CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway 004 Suite 200 Greenville, S.C. 29607 ZW Z (864) 329-8500 SITE NO: AR -1013 JOB NO. 350099.061.1 CARTER do BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500 C.f ? L► CARTER & BURGESS ➢ = 0~ No. 68 " C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A 155UE0 rOR RENEW 10/01/02 o INITIAL ISSUE 10/04Ia2 SHEET CONTENTS: TITLE SHEET SHEET NUMBER: T-1 C! Z 004 �� oC4H ZW Z -.. ooaaQO —! UUI V Y wQHYOc/) z �Q O LU a ��a 7,1 W O J O C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A 155UE0 rOR RENEW 10/01/02 o INITIAL ISSUE 10/04Ia2 SHEET CONTENTS: TITLE SHEET SHEET NUMBER: T-1 DIVISION 1 - GENERAL NOTES PART 1 GENERAL 1.1 INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION. B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. D. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 1.2 CONFLICTS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING. C. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS GOVERNING THE WORK. 1.3 CONTRACTS AND WARRANTIES A. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES AND BONDS. B. SEE MASTER CONTRACTION SERVICES AGREEMENT FOR ADO'L DETAILS. 1.4 STORAGE ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. 1.5 CLEAN UP A. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK CLEAN AND READY FOR USE. B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. 1.6 CHANGE ORDER PROCEDURE A. CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE OWNER WITHIN 24 HRS FOR APPROVAL SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. 1.7 RELATED DOCUMENTS AND COORDINATION A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL COORDINATION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.8 SHOP DRAWINGS A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR APPROVAL. B. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER. 1.9 PRODUCTS AND SUBSTITUTIONS A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER SUBMIT ACTUAL SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT SHEETS. 1.10 QUALITY ASSURANCE A. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THESE SHALL INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION OF THE FOLLOWING: 1. ANSI EIA - 222 - F 2. BUILDING OFFICIALS AND CODE ADMINISTRATORS (SOCA) 1996 3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 1999 4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) 6. LIFE SAFETY CODE NFPA - 101-2000 1.11 ADMINISTRATION A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK. B. SUBMIT A BAR TYPE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM PERFORMED AT SITE, PROPERLY SEQUENCED AND ADJACENT SURFACES. COORDINATED WITH OTHER ELEMENTS OF WORK AND 2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF SHOWING COMPLETION OF THE WORK SUFFICIENTLY IN CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL STRUCTURE. COMPLETION OF THE WORK. C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM WALLS/FLOOR/CEIUNG. 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. C. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE (THOUGH NOT LIMITED TO) THE OWNER, PROJECT MANAGER, CONTRACTOR, LAND OWNER REPRESENTATIVE, LOCAL TELEPHONE COMPANY; TOWER ERECTION FOREMAN (IF SUBCONTRACTED). D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED. E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS COMPLY WITH ALL APPLICABLE OSHA SAFETY REQUIREMENTS. F. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE OWNER. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. H. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETF.POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET PLACEMENTS. I. GENERAL CONTRACTOR SHALL PROVIDE WITHIN 48 HOURS OF CONSTRUCTION, BEFORE & AFTER PHOTOS OF CONSTRUCTION FROM ALL SIDES IN AND OUT OF COMPOUND. PLACEMENTS. J. IN THE COURSE OF CONSTRUCTION, CONTRACTOR SHALL PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED DURING ALL PHASES OF PROJECT. K. GENERAL CONTRACTOR TO PROVIDE COPIES OF ALL INSPECTION RELEASES FROM THE GOVERNING MUNICIPALITIES WITHIN 48 HOURS AFTER CONSTRUCTION PLACEMENTS. 1.12 INSURANCE AND BONDS A. CONTRACTOR SHALL AT THEIR OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTED AND SHALL NOT COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS. B. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES. C. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. 1.13 PROJECT SAFETY A. THE CONTRACTOR SHALL COMPLY WITH VIRGINIA AND FEDERAL HEALTH AND SAFETY REGULATIONS. 02830 FENCE ( IF REQUIRED ) PART 1 - GENERAL 1.1 WORK INCLUDED: REFER TO THE SITE PLANS FOR SIZE AND LOCATION OF FENCE AND GATES TO BE INSTALLED. 1.2 QUALITY ASSURANCE A. ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATION WILL BE GALVANIZED OR STAINLESS STEEL. WEIGHT OF ZINC COATING ON THE FABRIC SHALL BE NOT LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS SHALL BE HOT -DIPPED IN GRADE E ZINC, 1.8 OUNCES PER SQUARE FOOT. 1.3 SEQUENCING A. IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE. 1.4 SUBMITTALS A. MANUFACTURER'S DESCRIPTIVE LITERATURE. B. CERTIFICATE OF COMPLIANCE THAT SPECIFICATIONS HAVE BEEN MET. 1.5 APPLICABLE STANDARDS A. ASTM -A53 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. B. ASTM -A123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. C. ASTM -A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE. D. ASTM -A392 SPECIFICATION FOR ZINC -COATED STEEL CHAIN LINK FENCE FABRIC. PART 3 EXECUTION E. ASTM -A653 STANDARD SPECIFICATION FOR STEEL SHEET 3.1 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION ZINC COATED (GALVANIZED) BY THE HOT -DIPPED DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST PROCESS. HOLE EXCAVATIONS. F. ASTM -A570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP STRUCTURAL QUALITY. G. FEDERAL SPECIFICATION RR -F -191 -FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES). PART 2 - PRODUCTS 2.1 FENCE MATERIAL A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE TWO-INCH CHAIN LINK MESH OF NO. 9 GUAGE (0.148") WIRE. VERIFY HEIGHT WITH PROJECT MANAGER. THE FABRIC SHALL HAVE A KNUCKLED FINISH FOR THE TOP AND BOTTOMEDGES. FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. ASTM A-392 CLASS 1. C. NOT USED. D. ALL POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND SHALL BE TYPE 1 ASTM A-53 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARD). LINE 1-7/8 INCHES CORNER 3 INCHES GATE 31NCHES E. NOT USED. F. ALL TOP AND BRACE RAILS SHALL BE 1 1/4" DIAMETER SCHEDULE - 40 MECHANICAL -SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS. G. NOT USED. H. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. I. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, OR EQUAL. J. THE GUIDE (LATCH ASSEMBLY) SHALL BE MERCHANTS METAL MODEL 2083, OR EQUAL- K. QUALK. LATCHES, STOPS AND KEEPERS SHALL BE PROVIDED FOR ALL GATES_ L. ALL STOPS SHALL HAVE KEEPERS CAPABLE OF HOLDING THE GATE LEAF IN THE OPEN POSITION. M. DOUBLE GATES SHALL HAVE A FULL HEIGHT PLUNGER BAR WITH DOME CAP. N. A NO. 9 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CLIPS AT CORNER AND GATE POSTS. 0. PLACE A SIX INCH BY 1/2 INCH DIAMETER EYE -BOLT TO HOLD TENSION WIRE AT UNE POSTS. P. STRETCHER BARS SHALL BE 3/16 INCH BY 3/4 INCH OR HAVE EQUIVALENT CROSS SECTIONAL AREA. Q. ALL CORNER GATE AND END PANELS SHALL HAVE A 3/8 INCH TRUSS ROD WITH TURNBUCKLES. R. ALL POSTS EXCEPT GATE POSTS SHALL HAVE A COMBINATION CAP AND BARBED WIRE SUPPORTING ARM. GATE POSTS SHALL HAVE A DOME CAP. S. OTHER HARDWARE INCLUDES BUT MAY NOT BE LIMBED TO TIE CLIPS, BAND CUPS AND TENSION BAND CUPS. T. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. U. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARM. V. ALL CAPS SHALL BE CAST STEEL. 3.2 INSTALLATION A. POST FOUNDATIONS SHALL HAVE A MINIMUM SIX-INCH CONCRETE COVER UNDER POST B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN ONE INCH IN EIGHT FEET. C. AT CORNER POSTS, GATE POST AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND -CUPS AT 15 INCH INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND - CLIPS AT 15 INCH INTERVALS. E. ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CUPS AT TWO FOOT INTERVALS. F. A MAXIMUM GAP OF TWO INCHES WILL BE PERMITTED BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. CONCRETE FOR FENCE POSTS SHALL HAVE A MINIMUM OF 3,000 PSI BREAKING STRENGTH AT 28 DAYS. 3.3 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Green Wle, S.C. 29607 ... [9641 3Ps-sso0 . 'sl ATE NO. 0534 ey%�► • 44 5. Hp pr8r' rII/ • ti CARTER & CG BNoG68 8 �v moo, • H z W Z O ■ a a J UUV w fl > in a F_ H U) > T �04 N N r c" < :3 oa QQO � LU Q Q1 -Y0 U) F- L Qf J 0 C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR RE'AEW wm/02 0 INInAL ISSUE -_-.- - 10/04/02 SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-1 DIVISION 16 - GENERAL ELECTRIC GENERAL ELECTRICAL PROVISION 1. DEFINITIONS A. AGB - ANTENNA GROUND BAR B. AWG - AMERICAN WIRE GAUGE C. EMT - ELECTRICAL METAL TUBING D. MGB - MASTER GROUND BAR E. PVC - POLY VINYL CHLORIDE CONDUIT F. RFI - RADIO FREQUENCY INTERFERENCE G. THW - LETTER TYPE DESIGNATION FOR CONDUCTOR INSULATION THAT IS A MOISTURE AND HEAT RESISTANT THERMOPLASTIC NTH A MAXIMUM OPERATING TEMPERATURE OF 75 DEGREES CELSIUS OR 167 DEGREES FAHRENHEIT. 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS TEST, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 5. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 6. ELECTRICAL SERVICE 120 / 240 SINGLE PHASE 3 WIRE 200 AMP SERVICE. 7. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULL BOX, J -BOX, WITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.). 8. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 9. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. 10. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA. 11. ALL TELCO CONDUIT INSTALLED SHALL BE SURFACE MOUNTED OR DIRECT BURIAL UNLESS OTHERWISE NOTED. 12. CONTRACTOR SHALL CARRY OUT THEIR WORK IN ACCORDANCE WITH ALL GOVERNING STATE,COUNTY AND LOCAL CODES AND O.S.H.A. 13. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES. 14. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 15. ALL CONDUIT SHALL HAVE A PULL WIRE OR ROPE. 16. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. 17. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER AT JOB COMPLETION. 18. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 19. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 20. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES WITH U.L. LISTED MATERIALS. 21. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 22. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER UNLESS OTHERWISE NOTED. 23. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS, MANUFACTURED BY "SQUARED COMPANY", OR APPROVED EQUAL. 24. ALL MATERIALS SHALL BE U.L LISTED. 25. CONDUIT A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC B. ALL EXTERIOR ABOVEGROUND CONDUIT SHALL BE SUNLIGHT RESISTANT SCHEDULE 80 PVC. C. ALL INDOOR CONDUIT SHALL BE EMT. D. FLEXIBLE CONDUIT MAY BE USED AT EQUIPMENT CONNECTIONS. FLEXIBLE CONDUIT SHALL BE LIQUID TIGHT, SHALL NOT BE LONGER THAN 8 FEET AND SHALL CONTAIN GROUND CONDUCTOR SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 26. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 27. COORDINATE THE ELECTRICAL SERVICE WITH THE UTILITY COMPANY, AND PROVIDE DAILY UPDATES TO PM UNTIL FINAL ELECTRICAL SERVICE IS EFFECTED. 28. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 29. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. GROUNDING STANDARDS 1.0 BACKGROUND 1.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM FOR A MOBILE RADIO FACILITY THERE ARE FOUR INTERRELATED AREAS OF CONCERN. THE BASIC OBJECTIVE FOR EACH IS: A. UGHTNING PROTECTION - TO MAINTAIN ALL EQUIPMENT AT THE SAME POTENTIAL DURING A LIGHTNING IMPULSE. B. RFl FOR NOISE INDUCTION CONTROL - TO ESTABLISH THE LOWEST POSSIBLE IMPEDANCE AMONG ALL EQUIPMENT. C. ELECTROSTATIC CONTROL - TO REDUCE ELECTROSTATIC DISCHARGE PROBLEMS. D. PERSONNEL SAFETY - TO MAINTAIN A MINIMUM VOLTAGE DIFFERENCE BETWEEN ANY TWO METALLIC OBJECTS WHICH PERSONNEL MIGHT CONTACT SIMULTANEOUSLY. 1.2 A/C GROUNDING: ALL GROUNDING CONNECTIONS INSIDE OF CABINETS SHALL BE SCRAPED TO BARE METAL AND COATED WITH CONDUCTING LUBRICANT. STATION GROUNDING SYSTEM 2.0 MATERIALS: A. #2 AWG, BARE SOLID TINNED COPPER WIRE, FOR ALL EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS OR AS OTHERWISE SPECIFIED. GROUNDS TO THE LNAS SHALL BE NO. 6 STANDARD GREEN INSULATED JUMPERS. THE GROUND WIRE TO THE MGB SHALL BE GREEN INSULATED #2 WIRE BURNDY CONNECTED TO THE BUSS BAR AND CONNECTED TO THE GROUND RING ON A GROUND ROD. B. #2 AWG, INSULATED STRANDED COPPER CABLE SHALL BE INSTALLED FOR INTERIOR GROUND BAR CONDUCTORS ON TENANT IMPROVEMENT SITES. C. 3/4" X 10'-0" GROUND RODS OF SOLID COPPER, STAINLESS STEEL OR COPPER CLAD HIGH STRENGTH STEEL. D. ABOVE GRADE CONNECTIONS SHALL BE BURNDY HYGROUND COMPRESSION. BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC WELD. E. CONDUCTIVE LUBRICANT SHALL BE USED IN ALL MECHANICAL CONNECTIONS. F. MECHANICAL FASTENERS (I.E., DOUBLE LUGS, SPLIT BOLTS PARALLEL CONNECTORS) SHALL BE BRONZE, BRASS, COPPER OR STAINLESS STEEL AND HAVE CONDUCTIVE LUBRICANT BETWEEN CONDUCTOR AND CONNECTION. G. BOLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL CONNECTORS SHALL BE STAINLESS STEEL WITH STAR TYPE STAINLESS STEEL LOCK WASHERS. H. ALL LUGS SHALL HAVE TWO HOLES FOR A DOUBLE BOLT CONNECTION. 2.1 MASTER GROUND BAR (MGB): THE PURPOSE OF THE MASTER GROUND BAR IS TO GROUND THE BTS AND ANY OTHER METALUC OBJECTS AROUND THE BTS. 2.2 ANTENNA GROUND BAR (AGB): THE PURPOSE OF THE ANTENNA GROUND BAR IS PRIMARILY FOR LIGHTNING PROTECTION. COAXIAL CABLE IS USUALLY THE ONLY ITEM GROUNDED TO THIS BAR. HOWEVER IT IS ACCEPTABLE TO BOND EXTERIOR; CABLE TRAY, WAVE GUIDE PORTS AND CANTILEVERED WAVE GUIDE BRIDGES TO THE AGB. 2.3 SURGE ARRESTOR GROUND BAR (SAGE) THE PURPOSE OF THE SURGE ARRESTOR GROUND BAR IS FOR LIGHTNING PROTECTION. 2.4 ANTENNA GROUNDING: EACH ANTENNA COAXIAL CABLE SHALL TYPICALLY BE GROUNDED AT THREE POINTS USING A COAXIAL CABLE KIT. A TYPICAL INSTALLATION SHALL BE AS FOLLOWS: A. THE FIRST GROUND CONNECTION SHALL OCCUR AS CLOSE TO THE ANTENNA AS POSSIBLE. B. THE SECOND GROUND SHALL BE MADE AT THE BOTTOM OF THE VERTICAL RUN OF THE COAXIAL CABLE AS IT TURNS OUT AWAY FROM THE TOWER TOWARDS THE BTS. THIS GROUND SHALL BE TERMINATED AT THE AGB. THE AGB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE INCASED IN PVC CONDUIT. C. THE THIRD GROUND SHALL BE THE SURGE ARRESTOR GROUND. IT SHALL BE ATTACHED TO THE CABLE ON STRAIGHT RUNS (NOT WITHIN BENDS) AND BE )AE,;THER PROOFED PER THE MANUFACTURES SPECIFICATIONS. THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR. THE SAGB SHALL HAVE TWO (2) LEADS OF #2 AWG BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TOWER GROUND RING. THESE SHALL BE INCASED IN PVC. 2.5 PERIMETER FENCE GROUNDING: A. CORNER FENCE GROUNDING B. ALL FENCE CORNER AND ENO POSTS (MINIMUM OF TWO) SHALL HAVE CNE #2 SOLID TINNED COPPER ROUND WIRE. THESE POS S SHALL BE CONNECTED TO THE GROUND RING WITH A g2 SOLID TINNED COPPER GROUND WIRE AND INTERMEDIATE GROUND RODS IF THE DISTANCE FROM THE POST TO THE GROUND RING EXCEEDS 8 FEET. IN NO CASE SHALL ANY PORTION OF THE SAME FENCE REMAIN DISCONNECTED FROM THE GROUND RING. C. GATE POSTS D. GATE POSTS SHALL BE GROUNDED TO EACH OTHER TO ENSURE THE ENTIRE FENCE HAS ELECTRICAL CONTINUITY. CONNECTIONS SHAD BE DRILL AND TAP WITH BURNDY TYPE KC22 TO THE POST WITH A #2 AWG BARE SOLID TINNED COPPER WIRE. E. GATES F. GATES SHALL BE BONDED TO GATE POSTS WITH A 18" BRAIDED STRAP TYPE B018G92. THE CONNECTIONS SHALL BE BURNDY 2 HOLE LUGS (3/8" HOLES, 1" CENTER TO CENTER) BOLTED THROUGH EACH POST. 2.6 GENERATOR FUEL TANK GROUNDING: THE GENERATOR FUEL TANK, IF REQUIRED, SHALL BE CONNECTED IN AT LEAST ONE PLACE TO THE MAIN EXTERIOR GROUND RING. #2 AWG BARE SOLID TINNED COPPER WIRE SHALL BE BURNDY CONNECTED TO ONE SUPPORT LEG OF THE FUEL TANK AND CAD WELD TO THE NEAREST EXTERIOR GROUND RING GROUND ROD. 2.7 EQUIPMENT ROOM GROUNDING: THE MASTER GROUND BAR (MGB) SHALL SERVE AS THE COLLECTION POINT FOR THE BTS AS WELL AS ALL INTERIOR NON -ELECTRICAL GROUNDED METAL MATERIALS; CABLE TRAYS, ALARM JUNCTION BOX, ETC., SHALL BE BE GROUNDED WITH #6 AWG STRANDED (GREEN) GROUND WIRES WITH INDIVIDUAL RUNS BACK TO THE MGB. 2.8 NOT USED. 2.9 SERVICE GROUNDING CONNECTIONS THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 2.10 COAX BRIDGE / CABLE TRAY GROUNDING : BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH #2 STRANDED INSULATED GREEN WIRE. THESE CONNECTIONS SHALL BE DOUBLE LUG BOLTED / SCREWED MECHANICAL CONNECTIONS WITH STAR LOCK WASHERS AND CONDUCTIVE LUBRICANT. ALL BRIDGE SPLICES SHALL HAVE JUMPERS OF #2 STRANDED INSULATED GREEN WIRE. 2.11 TENANT IMPROVEMENT SITE GROUNDING: FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAL ANTENNA GROUND BARS MAY HAVE TO BE INSTALLED AT EACH ANTENNA MOUNT LOCATION. ALL ANTENNA MOUNTS SHALL BE GROUNDED WITH A #2 AWG CONDUCTOR CONNECTED TO THE NEAREST BUILDING STEEL OR THE AGB INSTALLED AT THE MOUNT. ALL BUSS BARS, BOTH MGB AND AGB(S), SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED GROUNDING SYSTEM. AGB(S) MAY BE HOME RUN BACK TO THE MGB MERE -NO BUILDING STEEL IS AVAILABLE. 2.12 LIMITS OF BEND RADIUS: IT IS IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTING THE INSIDE AND OUTSIDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE, WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A THREE FOOT RADIUS PREFERRED. NO RIGHT SHARP BENDS SHALL BE ALLOWED. 2.13 BONDING PREPARATION & FINISH: ALL SURFACES REQUIRE PREPARATION PRIOR TO BONDING OF EITHER CAD WELD OR MECHANICAL FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPOSING THE STEEL SURFACE BELOW, PRIOR TO BONDING THE GROUND CONDUCTOR. FOR OTHER SURFACES INCLUDING COPPER BUSS BARS ALL PAINT, RUST TARNISH AND GREASE SHALL BE REMOVED PRIOR TO BONDING THE GROUND CONDUCTOR. EXOTHERMIC WELDS SHALL BE FINISHED WITH THE APPLICATION OF COLD GALVANIZATION AND WHEN APPLICABLE, FINISH PAINTED WITH AN APPROPRIATE COLOR AS REQUIRED. MECHANICAL TYPE BONDS ON ALL OTHER SURFACES, OTHER THAN BUSS BARS, SHALL BE FINISHED WITH THE APPLICATION OF COLD GALVANIZATION AND/OR THE APPROPRIATE PAINT TO MATCH AS REQUIRED. 2.14 TESTING: THE OUTSIDE GROUND RING SHALL BE TESTED AFTER INSTALLATION BUT PRIOR TO BACKFILUNG THE GROUND RING TRENCH. THE GROUND FIELD RESISTANCE SHALL MEASURE 5 OHMS OR LESS TO GROUND. RESULTS OF THIS TEST SHALL BE BROUGHT TO THE PROJECT MANAGER. THE RESISTANCE TO GROUND SHALL BE MEASURED USING THE FALL POTENTIAL METHOD. 2.15 HIGH RISE BUILDING: A, HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN GROUNDING. A FACILITY INVESTIGATION SHOULD BE MADE INTO THE STRUCTURE OF THE BUILOING, AND AS TO THE POSSIBLE PRESENCE OF AN EXISTING LIGHTNING PROTECTION SYSTEM. IF ONE IS IN PLACE, IT WILL BE NECESSARY TO CONNECT THE ANTENNA SYSTEM TO THE TO THE LIGHTENING PROTECTION SYSTEM, WITH A TEST TO THE SYSTEM AFTER INSTALLATION TO ENSURE THAT IT HAS NOT CAUSED THE SYSTEM TO EXCEED 5 OHMS. B. STRUCTURAL STEEL BUILDINGS: IF THE BUILDING IS BUILT OF STRUCTURAL STEEL, IT MAY BE POSSIBLE TO GROUND THE ANTENNAS TO THE BUILDING SITE. IT IS PREFERABLE TO GROUND THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTION, BY USE OF SEPARATE DOWN LEADS OF 250 MCM COMING FROM GROUND BUSS BARS TO CONNECT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAFT TO A PATTERN OF NO LESS THAN FOUR GROUND RODS. WHERE PRACTICAL, THE BUILDING STEEL SHOULD BE BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE GROUND ROD FIELD. C. STRUCTURAL CONCRETE BUILDINGS ARE MORE DIFFICULT TO GROUND PROPERLY. THE ANTENNAS SHOULD BE GROUNDED TO A SEPARATE BUSS BAR AND DOWN LEAD WHERE THE COAXIAL CABLES ENTER THE BUILDING. THE DOWN LEAD SHOULD BE PROTECTED IN PVC CONDUIT AND SHOULD BE INSTALLED AS FAR APART AS IS PRACTICAL FROM EACH OTHER THE SEPARATE DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL CONNECTION WITH THE FIRST GROUND ROD. CARTER & BURGESS, INC. Brookfield Corporals Center 201 BrcokTeld PCAs y Suite 200 Greeny@ C. 29607 j ATE 134 Q��1MS QqQ 01 r sir{r a+ i CARTER & O BNoG68s D •��++calla+a•*r` C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE I�SSUES/REMSIONS: ISSUED FOR REVIEW 10/01/02 INITIAL ISSUE 10J 02 SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-2 y W O v O JMJtY� H LU QZ 0oa000 U w `T�>Y wQFW-YOB a Fri J a F - v F_ O F- W C) J a T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE I�SSUES/REMSIONS: ISSUED FOR REVIEW 10/01/02 INITIAL ISSUE 10J 02 SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-2 DIVISION 2 — SITE WORK AND DRAINAGE 02000 EARTHWORK, EXCAVATION AND GRADING PART 1 GENERAL 1.1 WORK INCLUDED: REFER TO THE SURVEY AND SITE PLAN FOR WORK INCLUDED. 1.2 RELATED WORK A. CONSTRUCTION FOR EQUIPMENT FOUNDATION B. INSTALLATION OF ANTENNA SUPPORT SYSTEM C. ERECTION OF FENCE 1.3 DESCRIPTIONS A. ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.4 QUALITY ASSURANCE A. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 1.5 SEQUENCING A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY CONSTRUCTION. B. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB—BASE MATERIAL. C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE, IN ACCORDANCE WITH ALL LOCAL, STATE & FEDERAL RULES. D. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE COURSE ELEVATION. WATER TO ENSURE GROWTH. E. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. 1.6 SUBMITTALS A. BEFORE CONSTRUCTION 1. SUBMIT FOR APPROVAL THE SPECIFICATIONS OF THE PROPOSED SURFACE COURSE MATERIAL. B. AFTER CONSTRUCTION 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS SEED AND FERTILIZER, IF REQUIRED. 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. 1.7 WARRANTY A. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED. FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PART 2 PRODUCTS 2.1 MATERIALS A. ROAD AND SITE MATERIALS: FILL MATERIAL — ACCEPTABLE SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATION. B. SOIL STABILIZER FABRIC SHALL CONFORM TO SPECIFICATIONS CONTAINED IN SECTION 245 OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, LATEST EDITION. 2.2 EQUIPMENT A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. WATER TREATMENT MAY BE REQUIRED TO OBTAIN COMPACTION. SMALLER AREAS SHALL BE COMPACTED BY POWER—DRIVER, HAND HELD TAMPERS. PART 3 EXECUTION 3.1 PREPARATION A. CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREA AND ACCESS ROAD RIGHT OF WAY AS REQUIRED. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL. C. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL. D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 3.2 INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB— BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED WITH THE SOIL RESULTING FROM EXCAVATING THE FOUNDATIONS (PROVIDE EVEN DISTRIBUTION). THE ELEVATIONS ARE TO BE CALCULATED FROM THE RESULTING GRADE. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER, IN WRITING. C. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. D. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO THE SITE, COMMENCING AT THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED IN SCOPE UNLESS OTHERWISE NOTED. E. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. F. PLACE FILL IN SIX TO EIGHT INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. G. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. H. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2 : 1. I. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY, IN WRITING. J. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND LOOSEN THE SOIL. K: SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE SEED PRODUCER. L. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. 3.3 FIELD QUALITY CONTROL A. COMPACTION SHALL BE 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 FOR SITE WORK AND 95% UNDER SLAB AREAS. 3.4 PROTECTION A. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES AS INDICATED ON PLANS. B. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. C. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE. D. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE AND SECURED TO 2 INCH X 2 INCH X 4 FOOT STEEL ANGLE EXTENDING TWO FEET INTO THE GROUND ON FOUR SIDES OF THE TREE. E. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. DIVISION 13 — SPECIAL CONSTRUCTION 13100 TOWER & ANTENNA INSTALLATION PART I — GENERAL 1.1 WORK INCLUDED A. IF REQUIRED, ERECT FURNISHED TOWER. B. GROUND TOWER TEMPORARILY DURING ERECTION. GROUNDING SHALL INCLUDE BASE(S) AND ANCHORS. C. IF REQUIRED, INSTALL THREE (3) SIDE ARMS, CONSISTING OF THREE (3) 6'-0' AS INDICATED ON DRAWINGS — CONFIRM WITH OWNER REPRESENTATIVE. D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATIONS. E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. F. INSTALL FURNISHED GALVANIZED STEEL WAVEGUIDE LADDER. G. INSTALL WAVEGUIDE BRIDGE AS INDICATED ON DRAWING. H SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET. I. EACH INSTALL GROUNDING STRAP KITS WITH LONG BARREL COMPRESSION LUGS (SIM. TO ANDREW-2237OTBO OR APPROVED EQUAL) AT TOWER BASE BEFORE ENTERING THE EQUIPMENT. GROUNDING STRAPS TO BE CONNECTED TO INSULATED GROUND BAR. J. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP TEST OF INSTALLED COAX. K. CONC. PIERS FOR FOUNDATIONS SHALL BE DRILLED AND POURED ON THE SAME DAY. 2.2 RELATED WORK 2.3 REQUIREMENTS OF REGULATOR AGENCIES A. FURNISH U.L. LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE, INSTALL IN CONFORMANCE WITH U.L. STANDARDS WHERE APPLICABLE. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES, SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: 1. EIA — ELECTRONIC INDUSTRIES ASSOCIATION EIA22F. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. FAA — FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460—IH, OBSTRUCTION MARKING AND LIGHTING. 3. FCC — FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES AND FORM 715A, HIGH INTENSITY OBSTRUCTION LIGHTING SPECIFICATIONS FOR ANTENNA STRUCTURES. 4. AISC — AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 5. IN ALL CASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. CARTER & BURGESS, INC. Brookfield Corporate Center 201 BrookReld Parkway Suite 200 Greenvlle, S.C. 29607 (864) 329-8500 X C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR REVIEW 10/01/02 0 IMTM ISSUE 10/04/02 SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-3 .,.ror—I—M by C, AB ­ b,. �•� � S H14 � r'' •� of avr'�o +.■ .,, :G [� r: CARTER & BURGESS D - q� C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR REVIEW 10/01/02 0 IMTM ISSUE 10/04/02 SHEET CONTENTS: GENERAL NOTES SHEET NUMBER: N-3 .,.ror—I—M by C, AB ­ b,. Carter93Bur ens W _4v_ z 0z T + 100' 0 100' n 938'+ TO PROPERTY LINE POB SBA LEASE PARCEL HI.aON anal. SCALE: l "=400' 11 SBA LEASE PARCEL Ma�N� 2-07'E ! T- MOBILE LEASE PARCEL " NpH NS'fCNTS AROYL' GROUND I m we � 10$7'1 7Yl PROPERTY ,LINis� © 288' tT0 PROPERTY LINE TOP OP LfCNTlNG ROD 155.66' , TOP OF ANTENNA 1 1 9.63 1.65' POB T -MOBILE LEASE PARCEL TOP OF ANTENNA f 151.65' , BOTTOM OF ANTENNA 1 147.61 �+ �' TOP OF ANTENNA 2 141.57' 1 Z b h BOrTUM OF ANTENNA 2 ! 35.80' r' • • TOP OF ANTENNA 3 129.76' I k �� �, , _ •'•® LINE TABLE BOTTOM OF ANTENNA 3 122.81' j 1.N88°47'34"E 19.00' rrrAv,e.,en• �nawfeu mrcA �$ j PAS 2.501°12'26"E 7.44' 'G �,•v�s,a° 3.501°12'26"E 15.00' cAonxa rin: Oar -aa Z a a a 47 1 � 4.S01°12'26"E 3.00' i m k a �o I.p C 5.501°12'26"E 14.56' --.-,-.-•- -'-'- -• I"7� ,� A Oj �O 6.588°47'34"W 19.00' . 7.NO1°12'26"W 25.24' /'/ •, CA) OI EarirPafENr. II�O CAD 8.N88°47'34"E 1.00' /• PAD . ' s 9. SOI°12'26"E 15.00' t- - -1 I� 1O.S88°47'34"W 1.00' o ELECTRIC PANEL 1f.S88°47'34"W 17.00' • / m"q•P1-�.•p gyp• T� •_ , , , - y � I 1 1 40.0 0' 12.NO1°12'26"W 15.00' / i / t9uC7rK.5c3'Rr.wa Ji1NlSs _ 13. N88�°14�7'�3�&+t0y�Q1S19TVW111 S01012'26"12'CATE 11Yt1aat111+......, � LJ / p r �� .`� STATE O )` �= _ �9L, ARKANSAS Q E, t l N - General CO w = �. This survey does not imply to be a < boundary survey of the parent tract. 20' 0 20' �'-'.1 �� ,• ZZ The declination values below are tin, degrees and minutes. Accuracy •��I �//jt�2�.r1rj+1Hl��tj1``��' is generally within one-half degree, but presence of natural SCALE: ' '-20' I�rl! l 'I ~1,`\t'``�` or artificial disturbances could cause di rences o several degrees. , SITE PLAN ENLARGED SITE PLAN LEGAL DESCRIPTION SBA LEASE LEGAL DESCRIPTION LEASE AREA LEGAL DESCRIPTION EASEMENTS PROJECT INFORMATION LEGEND VICINITY MAP SBA Lease Parcel T -Mobile Lease Parcel Ingress and Egress Easement for T -Mobile SITE NAME: WATER TREATMENT PLANT F m7ay � J '.�•� a T��p1 '�• Part of the NW 1/4 of Section 27, T -2-N, R -13-W, SITE NUMBER: AR -1013 aski County, Arkansas more particularly described Pulaski Fart of the NW 1/4 of Section 27, T -2-N, R -13-W, Part of the W 1/4 of Section 27, T -2 - R -13-W, NN, -y'�-". ;_= •-[-J I as follows; Pulaski County, Arkansas more particularly described Pulaski County, Arkansas more particularly described SITE ADDRESS: 10901 ROCKY VALLEY DRIVE7:7F_iaIli.�gfey f Commencing at the NW corner of said NW 1/4, thence W follows; as follows; LITTLE ROCK ARKANSAS 72211 SET 1/2" REBAR • = South 00'42'02" East, along the West line of said NW Commencing at the NW corner of said NW 1/4, thence Commencing at the NW corner of said NW 1/4, thence OWNERS NAME: sBx TOWERS ACaLnrTiONr, INC POWER LIG '� - y ' •�� 1/4,a distance of 1597.63 feet.- thence North 88.47'34" South 00.42'02" East, along the West line of said NW South 00'42'02" East, along the West line of said NW SIGN East, a distance of 174.95 feet to the Runt of 1/4,a distance of 1597.63 feet; thence North 88'47'34" 1/4,a distance of 1597.63 feet; thence North 88'47'34" X424 N,EEOERk OWY SUIS 410 _ �� S •-•3 _ = j r ALVE .. WATER VALVE-- Beginning; thence North 88'47'34" East, a distance of Beginning; East, a distance of 174.95 feet; thence South 01.12'26" East, a distance of 214.95 feet; thence South 01'12'26" BOCA BATON, FL 33431 SA41iARY SEWER MAN -HOLE I -•:.. ?� We '••F11}R':y(� 40.00 feet; thence South 01'12'26" East, a distance of East, a distance of 7.44 feet; thence North 88'47'34" East, a distance of 11.00 feet to the Point of TELEPHONE PEDESTAL- o . 40.00 feet; thence South 88'47'34" West, a distance of East, a distance of 1.00 feet; thence South 01'12'26" Beginning of a 12.00 and 25.00 foot Ingress and FIRE HYDRANT;•p� GAS METER- It _ - �1 •, 40.00 feet; thence North 01.12'26" West, a distance of East, a distance of 15.00 feet; thence South 88'47'34" Egress Easement lying 6.00 each side o the llowin 9 y g f f0 g WATER METER -� - ,_ 40.00 feet to the Point of Beginning, containing 0,037 acres, more or less. West, a distance of 17.00 feet; thence North 01'12'26" West, a distance of 15.00 feet; thence North 88'47'34" described centerline; North 88'47'34" East, a thence Nor distance of 29.34 feet to a point where said easement TOWER CFNTRt1IO LATITUDE: N 10.782190 LONGITUDE: W 92.392573- INLET GRATE i HANDICAP PARKING -75, �_ _ -e"DROP _ =• �; -i -. - - ••-�'.- .. 'I - - East, a distance of 16.00 feet to the Point of lies 12.50 feet each side of the following described N 34.46'55.8B4- W 9723'33.2fi1' LATITUDE: LONGITUDE: CONTROL POINTS _- AND Beginning, containing 0.006 acres, more or less. centerline; thence South 01'70'10" East, a distance o f 42.45feet; thence South 03'37'23" East, a distance of GROUND ELEVATION: 561.00' CONCRETE-CONC. ONCRETE CONC.42.45 GUY WIRE ANCHOR- Part of the AW 1/4 of Section 27, T -2-N, R -13-W, 79.81 feet; thence along a curve to the left haying a PARAPET ELEVATION: N/A POINT OF BEGINNING-P.O.B. -- Pulaski County, Arkansas more particularly described radius of 240.76 feel, an arc length of 117.56 Trot and BASIS OF BEARINGS: ARKANSAS NORTH ZONE as follows; a chord which boars South E7.37'01" East 116.40 fact; LEGAL DESCRIPTION EASEMENT thane south 31.38'39" East, a distance of 272.48 Pat SURVEYOR'S CERTIFICATE Commencing at the NW corner of said NW 1/4, thence a Paint an than Westerly r yhl-of--way Line of Electric Easement for T -Mobile South 00'42'02" East, along the West Line of said NW Pleasant Valley Drive and the Point of rormination. I HEREBY CERTIFY TO: 1/4,a distance of 1597.63 feet; thence North 88.47'34" Part of the NW 1/4 of Section 27, T -2-N, R -13-W, East, a distance of 155.95 feet to the Point of County, Arkansas more parEicvlarly described Noras: T -MOBILE Beginning, thence North 88'47'34" East, a distance of a6 fo[caws; as follows; LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NAD83 AND ELEVATIONS NAYD 1986. DISTANCES ARE GIVEN IN FEET AND DECIMAL PARTS THEREOF J9.eo feet; thence south 81.12'26' East, a distance of 25.44 feet; thence South 88'47'34" West, a distance of Commencing at the NW corner of said NW 1/4, thence UNLESS OTHERWISE NOTED AND WERE TAKEN FROM THE PLAT 19.00 feet; thence North 01.12'26" West, a distance of South 00.42'02" East, along the West line of said NW BENCH MARX NAIL IN 15" OAK TREE SOUTH OF COMPOUND SITE AND DEEDS HEREIN NOTED. SURVEYED SEPTEMBER 2002. 25.44 feet to the Point of Beginning, containing 0.011 acres, more or less. 1/4,a distance of 1597.63 feet; thence North 88°47'34" THM ELEVATION - 55632' THIS PLAT WAS PREPARED UNDER MY SUPERVISION AND IS East, a distance of 204.95 feet to the Point of Beginning of an 15.00 foot wide Utility Easement E02� CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. lying 7.50 feet each side of the following described Thu F.ol+rty ie 40NUd in 2°ne "A`. according to the Fteod Insrranco Ratr�^r^�'^tlg Panel Numb r OSo181 003 E. dated November 3, 1993, Centerline; theme North 18'56'24" East, a distance o f nd 's rut within the 100 Year R -d Plain 49.04 feet to the Point of Termination. 11 MICHAEL JOHNSTON, ARKANSAS RPLS # 1348 REVISIONS BY �I DRAWN BY: J,DUNN LRECKEO DY: M.JOHNSTON DATE 10-4-02 nor s[A1LE DRAWIN@ ROM IVATERTREATMENTPiANT C-1 PROPOSED T -MOBILE EQUIPMENT PAD (10.0' x 15.0') TOP OF PAD TO BE 4' ABOVE EXISTING GRADE RE: S-1 --N, 0{ u H T/PROPOSED SECURITY FENCE RE: C-5 EXISTING WATER TANK 1 1r 1 i J EXISTING 7.5' UTILITY EASEMENT EXISTING ACCESS ROAD EXISTING 150' MONOPOLE TOWER RE: C-3 x_ x x x x x x EXISTING EQUIPMENT PAD T CABLE BRIDGE RE: S-1 PROPOSED I EXISTING GRAVEL EDGE 19.2 EQUIPMENT SHELTER RE: C-5 , o x EXPANDED SBA LEASE AREA x RE: C-1 x— x— x x x— x x— x— x x EXISTING SBA LEASE AREA (40.0' x 40.0') 1 SITE LAYOUT PLAN C-2 SCALE:NTS EXISTING 6' SECURITY FENCE EXISTING 12'— INGRESS, EGRESS f EASEMENT px EXISTING ELECTRICAL PANELS x EXISTING 25' INGRESS, EGF EASEMENT - GENERAL NOTES 1. SEE SITE SURVEY FOR LIMITS OF LEASE AREA AND ADDITIONAL SURVEY INFORMATION. 2. DISTURBED AREAS TO BE RESEEDED AND MULCHED IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION. 3. PLACE STONE TO MATCH EXISTING CONDITIONS AND ENSURE PROPER DRAINAGE AWAY FROM CONCRETE PAD AND EQUIPMENT. REPAIR EXISTING WEED/GEOTEXTILE MAT AS REQUIRED. 4. CONTRACTOR TO REMOVE APPROX. 19 LF. OF EXISTING SECURITY FENCE. CONTRACTOR TO TIE EXISTING FENCE TO PROPOSED SECURITY FENCE USING LIKE MATERIALS AND METHODS. 5. CONTRACTOR TO CUT NEW CABLE PORT ACCORDING TO TOWER MANUFACTURER SPECIFICATION, ROUTE END OF COAX RUN UPWARDS TO MATCH NEW PORT. OPTIONALLY, ROUTE COAX CABLES ON EXTERIOR OF OF POLE AND ATTACH WITH STAINLESS STEEL STRAPS AND COAX SNAP IN ADAPTERS @4' O.C. MAX. VERIFY WITH STRUCTURAL ANALYSIS. FLOOD INSURANCE RATE MAP CITY OF LITTLE ROCK, AR. 0501810042F.P EFFECTIVE: OCT. 19, 2001 FLOOD ZONE: C BFE. AREA OF MINIMAL FLOODING N GRID 0 10' 20' 30' GRAPHIC SCALE: 1" = 10'-0" CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-6500 .•' 0 F ACTT''•. G� CARTER & BNo.G68s ....... x...... ,..... C L7 z > O r O O0 Z LU Z IchQJW:3 L) oa.aQL) wT��YU }}.L)Y Lij < �a W C J � T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REMSIONS: A ISMO FOR REVIEW 10/01/02 & INITIAL 155UE 10/04/02 SHEET CONTENTS: SE LAYOUT PLAN SHEET NUMBER: C-2 EXISTING SEE ELECTRICAL NOTE 4 PANEL xx x— EXISTING EQUIPMENT l� PAD SEE NOTE 5 2.5' •—tea+ -- 9.0' 5.4 1 1r 1 i J EXISTING 7.5' UTILITY EASEMENT EXISTING ACCESS ROAD EXISTING 150' MONOPOLE TOWER RE: C-3 x_ x x x x x x EXISTING EQUIPMENT PAD T CABLE BRIDGE RE: S-1 PROPOSED I EXISTING GRAVEL EDGE 19.2 EQUIPMENT SHELTER RE: C-5 , o x EXPANDED SBA LEASE AREA x RE: C-1 x— x— x x x— x x— x— x x EXISTING SBA LEASE AREA (40.0' x 40.0') 1 SITE LAYOUT PLAN C-2 SCALE:NTS EXISTING 6' SECURITY FENCE EXISTING 12'— INGRESS, EGRESS f EASEMENT px EXISTING ELECTRICAL PANELS x EXISTING 25' INGRESS, EGF EASEMENT - GENERAL NOTES 1. SEE SITE SURVEY FOR LIMITS OF LEASE AREA AND ADDITIONAL SURVEY INFORMATION. 2. DISTURBED AREAS TO BE RESEEDED AND MULCHED IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION. 3. PLACE STONE TO MATCH EXISTING CONDITIONS AND ENSURE PROPER DRAINAGE AWAY FROM CONCRETE PAD AND EQUIPMENT. REPAIR EXISTING WEED/GEOTEXTILE MAT AS REQUIRED. 4. CONTRACTOR TO REMOVE APPROX. 19 LF. OF EXISTING SECURITY FENCE. CONTRACTOR TO TIE EXISTING FENCE TO PROPOSED SECURITY FENCE USING LIKE MATERIALS AND METHODS. 5. CONTRACTOR TO CUT NEW CABLE PORT ACCORDING TO TOWER MANUFACTURER SPECIFICATION, ROUTE END OF COAX RUN UPWARDS TO MATCH NEW PORT. OPTIONALLY, ROUTE COAX CABLES ON EXTERIOR OF OF POLE AND ATTACH WITH STAINLESS STEEL STRAPS AND COAX SNAP IN ADAPTERS @4' O.C. MAX. VERIFY WITH STRUCTURAL ANALYSIS. FLOOD INSURANCE RATE MAP CITY OF LITTLE ROCK, AR. 0501810042F.P EFFECTIVE: OCT. 19, 2001 FLOOD ZONE: C BFE. AREA OF MINIMAL FLOODING N GRID 0 10' 20' 30' GRAPHIC SCALE: 1" = 10'-0" CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-6500 .•' 0 F ACTT''•. G� CARTER & BNo.G68s ....... x...... ,..... C L7 z > O r O O0 Z LU Z IchQJW:3 L) oa.aQL) wT��YU }}.L)Y Lij < �a W C J � T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REMSIONS: A ISMO FOR REVIEW 10/01/02 & INITIAL 155UE 10/04/02 SHEET CONTENTS: SE LAYOUT PLAN SHEET NUMBER: C-2 NOTE THE TOWER DRAWING IS ONLY A GRAPHIC REPRESENTATION OF THE STRUCTURE. THE ACTUAL TOWER IN THE FIELD MAY VARY. PROPOSED T -MOBILE ANTENNAS SECTOR CONFIGURATION RAD. CENTER = 158' COORDINATE WITH T -MOBILE & SBA CONSTRUCTION MANAGERS FOR TOWER EXTENSIONS (OR HEAD MOUNT). EXISTING ANTENNAS RAD. CENTER = 149' EXISTING ANTENNAS RAD. CENTER = 137' _ EXISTING ANTENNAS RAD. CENTER = 125' PROPOSED FUTURE T -MOBILE LMU ANTENNAS RAD. CENTER = 110' li- 1. FOR DETAILED TOWER INFORMATION REFER TO TOWER ERECTION DRAWINGS BY OTHERS. THE TOWER ON THIS SHEET IS SHOWN FOR GENERAL CONFIGURATION PURPOSES ONLY. EXISTING 150' 2. ANTENNA CONFIGURATION IS MONOPOLE TOWER SUBJECT TO CHANGE. VERIFY ANTENNA HEIGHT, DOWN TILT, AND AZIMUTH WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. 3. A STRUCTURAL TOWER ANAYLSIS SHALL BE PERFORMED BY A LICENSED ENGINEER TO VERIFY THE ADEQUACY OF THE TOWER AND FOUNDATION PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND APPURTENANCES. NO MODIFICATIONS OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. GPS ANTENNA WITH 1/2" COAX MOUNT 10' ABOVE GRADE WITH UNOBSTRUCTED EXPOSURE TO THE SOUTH. CABLE BRIDGE -T-MOBILE CITYTALK EQUIPMENT (a)TOWER ELEVATION C-3 SCALE:NTS ANTENNA PIPE TNA/LNA COMBINER (OUTLETS TO FACE DOWN -VERTICAL) #6 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTER) No. 6 STANDARD GREEN INSULATED GROUND WIRE TO UPPER ANTENNA GROUND BAR (2 HOLE LUGS EA. END) DOWNTILT ASSEMBY REQUIRED FOR ALL PANEL TYPE ANTENNAS JUMPER TO BE SECURED -- ANTENNA AND COAXIAL CABLE SCHEDULE WITH 1/2" ANDREWS J BUTTERFLY HANGERS AZIMUTH W/1" STANDOFFS COAX CABLE LENGTH** COAX CABLE MECHANICAL DOWNTILT 1/2" COAX JUMPER L RR65-19-000P (MAX. LENGTH 4') ANTENNA 188' NOTE: 0' ALL OOWNTILT, AZIMUTHS AND RR65-19-OODP U4A'S TO BE VERIFIED BY RF TRANSMISSION SITE DATA SHEET. SEE PROJECT (2) 1 5/8" 0 6„ MANAGER FOR INFORMATION. LINES TO BTS MIN. BIPOLAR PANEL ANTENNA 2 AND LNA MOUNTING DETAIL C-3 SCALE:NTS BACK OF BACK OF I ANTENNA ANTENNA PORT 1 PORT 2 PORT 1 PORT 2 SLANT LT � SLANT RT SLANT LT SLANT RT M M I1/2"13' 3'M 6._ LNA F F LNA _ 6, F F� M M� 3'� 1 /2" 1 /2 3' F F� F M— —M M — —M 5 DUAL POLE EMS ANTENNA LAYOUT_ C-3 SCALE:NTS NOTE: DETAIL FOR SECTORS A (RED), B (YELLOW), AND G (BLUE) USING 12 LINES. (EXAMPLE SHOWN IS FOR SECTOR ONE) (3 BLUE) (1 BLUE) DIVERSITY (4 RED) (2 RED) MAIN (5 RED) (6� ED) A�7 FUTURE n (1 RED) (3 RED) Dl VERSI TY (6 BLUE) L(5 BLUE) FUTURE (2 BLUE) L(4 BLUE) MAIN SECTOR 1 (4 YELLOW) (2 YELLOW) L MAIN ALPHA 0; 240'(rYPf'CAt) SECTOR 2 BETA / 120' f SGAMMA3 y (5 YELLOW) 0' (6 YELLOW) LFUTURE 0 (3 YELLOW) (4 YELLOW) L DIVERSITY 15CALE:NTS �� NOTE: ALL AZIMUTHS ARE REFERENCED TO �IAGJVEnc NORTH. 4 ANTENNA SCHEDULE C-3 SCALE:NTS COAX CABLE INDENTIFICATION NOTE: CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA LABELING, PER THE FOLLOWING INSTRUCTION. 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3" OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOW: FIRST - ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED) SECOND - AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY) THIRD - AT A POINT OUTSIDE THE BTS (JUST PRIOR TO MGB) 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST TO ZERO DEGREES (NORTH), THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR -RED BETA SECTOR -YELLOW GAMMA SECTOR -BLUE CARTER do BURGESS, INC. Brook6dd Corporate Center 201 Brookfield Parkway Suite 200 Crccnrple, S.C. 29607 4'1 10 �_ ATE p;� ARP n ■ 1 r 04 `�a��rriirr++rr ••� pF ACTT'••. CARTER & N BURGESS D = 0 No. 68 'f it �CQ• «ti +rr`++rrrrLal',Naa`y.aaa � w H to W ANTENNA AND COAXIAL CABLE SCHEDULE ANTENNA MARK ANTENNA AZIMUTH RAD CENTER COAX CABLE LENGTH** COAX CABLE MECHANICAL DOWNTILT A-1 RR65-19-OODP 0' 158' 188' (2) 1 5/8" 0 0' A-2 RR65-19-OODP 0' 158' 188' (2) 1 5/8" 0 0' A-3* RR65-i9-OODP 0' 158' 168' (2) 1 5/8" � 0' B-1 RR65-19-OODP 120' 158' 188' (2) 1 5/8" 0 0' B-2 RR65-19-OODP 120' 158' 188' (2) 1 5/8" 0 0' B-3* RR65-19-OODP 120' 158' 186' (2) 1 5/8" 0 0' C-1 RR65-19-OODP 240' 158' 188' (2) 1 5/8" 0 0' C-2 RR65-19-OODP 240' 158' 188' (2) 1 5/8" 0 0' C-3* RR65-19-OODP 240' 158' 188' (2) 1 5/8" 0 0' LMU-1* TBD TBD' 110' 140' (2) 1/2" 0 0' LMU-2* TBD TBD' 110' 140' (2) 1/2" 0 0' * FUTURE ANTENNAS TOTAL LENGTH =TBD' ** ESTIMATED LENGTH -CONTRACTOR TO VERIFY 4 ANTENNA SCHEDULE C-3 SCALE:NTS COAX CABLE INDENTIFICATION NOTE: CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA LABELING, PER THE FOLLOWING INSTRUCTION. 1. LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3" OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOW: FIRST - ON THE COAX AT THE CONNECTOR NEAREST THE ANTENNA (WHERE THE COAX AND JUMPER ARE CONNECTED) SECOND - AT THE BASE OF THE TOWER STRUCTURE (FOR TOWERS ONLY) THIRD - AT A POINT OUTSIDE THE BTS (JUST PRIOR TO MGB) 2. SECTOR IDENTIFICATION: NORMALLY A SITE WILL HAVE UP TO THREE SECTORS. SECTORS SHALL BE DESIGNATED IN A CLOCKWISE MANNER; THE ALPHA SECTOR IS CLOSEST TO ZERO DEGREES (NORTH), THE BETA AND GAMMA FOLLOW CLOCKWISE IN SEQUENCE. ALPHA SECTOR -RED BETA SECTOR -YELLOW GAMMA SECTOR -BLUE CARTER do BURGESS, INC. Brook6dd Corporate Center 201 Brookfield Parkway Suite 200 Crccnrple, S.C. 29607 4'1 10 �_ ATE p;� ARP n ■ 1 r 04 `�a��rriirr++rr ••� pF ACTT'••. CARTER & N BURGESS D = 0 No. 68 'f it �CQ• «ti +rr`++rrrrLal',Naa`y.aaa � w H to W C&B JOB NUMBER: 350099.061.1 oATt_ Issued: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR REVIEW TO/01/oz 0 INITIAL ISSUE 10/04/0 SHEET CONTENTS: TOWER ELEVATION AND ANTENNA DETAILS SHEET NUMBER: C-3 OJ inQ J � � 0oaQQO U W � wQHYOai Q H a � H O � QT C&B JOB NUMBER: 350099.061.1 oATt_ Issued: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR REVIEW TO/01/oz 0 INITIAL ISSUE 10/04/0 SHEET CONTENTS: TOWER ELEVATION AND ANTENNA DETAILS SHEET NUMBER: C-3 AIR CONDITIONER CONCRE' 15'-0" V-11 7/8"1 10'-1 1/8" 1 2'-11" SITE "TT " CITY TALK CITY TALI �(EX EXTRATA K),j (6 TRX's) 1 (6 TRX'Os) ��j (6TETRX'OS) NOKIA CABINET PROFILE TYP.) C-4 SCALE:NTS 2 SECiQON A -A C 4 SCALE -.NTS FRY PORT TOP OF PAD TO BE 4" ABOVE EXISTING GRADE INSTALLATION REQUIREMENTS CDNFIGIJRA71ON CITYTALK BASIC CITYTALK E7MTALK AC/bC DOUBLE ROOF CABINET EXTENSION CABINET SITE SUPPORT CABINET WIDTH 30.3 IN 30.3 IN 30.3 IN DEPTH WITH HEAT EXCHANGER 34.7 IN 34.7 IN DEPTH WITH AIR CONDITIONER 43.7 IN 43.7 IN 43.7 IN CABINET WEIGHT WITHOUT UNITS, DOORS, ROOF, HEAT EXCHANGER, OR AIR 224.9 LBS 198.5 LBS 180.8 LBS CONDITIONER MAXIMUM OPERATION WEIGHT WITH 630.6 LBS 582.1 LBS AFX'S AND AIR CONDITIONER MAXIMUM OPERATION WEIGHT WITH 767.2 LBS 718.7 LBS 882.0 LBS AFX'S AND AIR CONDITIONER (CITYTALK+) 604.2 LBS 595.4 LBS MAXIMUM OPERATION WEIGHT WITH RTCs AND HEAT EXCHANGER MAXIMUM OPERATION WEIGHT WITH RTCs AND — HEAT EXCHANGER (CITYTAK+) 727.2 LBS 721.0 LBS MAXIMUM FLOOR LOAD < 1000 kg/m2 (204.8 LBS/FT2) WEIGHTS OF NOKIA CITYTALK CABINET COMPONENTS COMPONENT WEIGHT SINGLE ROOF 11 KG (24.3 LBS) DOUBLE ROOF 20 KG (44.1 LBS) FRONT DOOR 16 KG (35.3 LBS) HEAT EXCHANGER 45 KG (99.3 LBS) AIR CONDITIONER 102 KG (224.9 LBS) AIC — 65 KG (143.3 LBS) COB — 28 KG (61.7 LBS) ASSEMBLY PLATE — 9 KG (19.8 LBS) 3 CABINET SPECIFICATIONS C-4 SCALE:NTS PROCEDURE FOR SWEEP TESTING TO BE ATTACHED AND PROVIDED BY OTHER. CHECK WITH PROJECT MANAGER FOR ADDITIONAL INFORMATION ON RF SWEEP PROCEDURE. COAXIAL EOUIPMENT ENTRY TO BE ATTACHED AND PROVIDED BY OTHER. CHECK WITH PROJECT MANAGER FOR ADDITONAL INFORMATION ON RF SWEEP PROCEDURE. CARTER & BURGESS, INC. Brookfield Corporate Center 201 Braakfleld Parkway Suite 200 GrecnWlle, S.C. 29607 `��rf11ff((hhJJ�.4 .•' OF AUT''•., CARTER & N BURGESS D OG No. 68 �L 1# QAO W W Z >r Q clN } UO F - 'e Q (L rQ,>YU UY Q� -le Ocn OLLI �a CD t= CD J V_ C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR Rem w 10/01/02 0 INITIAL ISSUE _ 10/04/02 SHEET CONTENTS: EOUIPMENT PAD LAYOUT SHEET NUMBER: C-4 I PRESSED STEEL EXTENSION ARM BENT OUTWARD ® 45 DEGREES FENCE PANEL NOTES: 1. ALL MATERIALS AND HARDWARE FOR THE CHAIN LINK FENCE SHALL BE OF A HOT DIP GALVANIZED FINISH. 2. CHAIN LINK FABRIC TO BE 9 GA. WIRE, 2 IN. MESH WITH TWISTED SELVAGE TOP AND BOTTOM. (ASTM A392) 3. BARBED WIRE TO CONSIST OF 3 NO. 12-1/2 GA. GALVANIZED STEEL WIRE WITH 4 POINT BARBS OF NO. 14 GA. GALVANIZED STEEL 4. POST, RAIL, AND GATE FITTINGS TO BE PRESSED STEEL OR MALLEABLE CASTING. (ASTM A153) 5. ALL POSTS SHALL HAVE WEATHER CAPS INSTALLED. 6. POSTS TO SET IN 3000 PSI CONCRETE. BOTTOM OF CONCRETE TO BE 2" MIN. FROM BOTTOM OF POST. 7. TIE WIRES TO BE 9 GA. ALUMINUM SPACED AT 12" O.C. POSTS/GATES AND 24' O.C. RAILS/WIRE. 8. TENSION BARS TO BE 3/16 x 3/4 INCH CARBON STEEL ATTACHED TO TERMINAL POSTS BY MEANS OF BEVELED EDGE BANDS. 1 STANDARD PANEL SECTION C 5 SCALE: NTS SECURITY FENCING CONTRACTOR TO RESEED DISTURBED AREAS TO PRECONSTRUCTION CONDITIONS EXISTING SOIL OR 6" OF COMPACTED FILL r2 -'),GRAVEL EDGE DETAIL C 5 SCALE:NTS CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfleld Parkway Suite 200 CrcenWle 29x,07 5884 3—$S0 ,�• OF AUT/�`'•. i+` � !ll•��i r! CARTER & r 0: BNo GESS68 D W F W W p r OC Q ON} CO zw -z -. 0oaQQO G s W Via,>Y V wQIW-YOcYi) z aOW J �'Pa W J a T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/RENSIONS: is ISSUED FOR RENEW 10/01/02 0 INITIAL ISSUE — —10/04/02 SHEET CONTENTS: SECURITY FENCE DETAILS SHEET NUMBER: C-5 POSTS 0 10'-0" O.C. MAX. I� i STRANDS BARBED WIRE AT 6" O.C. 2-1/2" O.D. STD. PIPE LINE 4" OF #57 STONE 3" O.D. STD. TOP RAILS 1-5/8" POSTS m PIPE CORNER O.D. STANDARD PIPE F AND END st; POSTS w- sl_ MESH TO BE w TRUSS ROD ATTACHED BY �! 3/8" DIA. WIRE TIES TO POSTS °qqD°q°q°a°oho°cr I 4" THK. q�gOg0 0O0G6 I II .r\� BRACE RAILS II ���� II 1-5/8" O.D. II CRUSHER RUN�– 36" x 12" DIA. U STANDARD PIPE U I l I—I l I—I I Ell I '—I- I I - CONCRETE FOOTING ND. 7 BOTTOM 3fi" x 12" DIA. FABRIC MIRAFI -II I—J TENSION WIRE CONCRETE FOOTING OR APPROVED EQUAL INSTALLED OR AP RO INST0OXALLED UNDER ALL STORE. FENCE PANEL NOTES: 1. ALL MATERIALS AND HARDWARE FOR THE CHAIN LINK FENCE SHALL BE OF A HOT DIP GALVANIZED FINISH. 2. CHAIN LINK FABRIC TO BE 9 GA. WIRE, 2 IN. MESH WITH TWISTED SELVAGE TOP AND BOTTOM. (ASTM A392) 3. BARBED WIRE TO CONSIST OF 3 NO. 12-1/2 GA. GALVANIZED STEEL WIRE WITH 4 POINT BARBS OF NO. 14 GA. GALVANIZED STEEL 4. POST, RAIL, AND GATE FITTINGS TO BE PRESSED STEEL OR MALLEABLE CASTING. (ASTM A153) 5. ALL POSTS SHALL HAVE WEATHER CAPS INSTALLED. 6. POSTS TO SET IN 3000 PSI CONCRETE. BOTTOM OF CONCRETE TO BE 2" MIN. FROM BOTTOM OF POST. 7. TIE WIRES TO BE 9 GA. ALUMINUM SPACED AT 12" O.C. POSTS/GATES AND 24' O.C. RAILS/WIRE. 8. TENSION BARS TO BE 3/16 x 3/4 INCH CARBON STEEL ATTACHED TO TERMINAL POSTS BY MEANS OF BEVELED EDGE BANDS. 1 STANDARD PANEL SECTION C 5 SCALE: NTS SECURITY FENCING CONTRACTOR TO RESEED DISTURBED AREAS TO PRECONSTRUCTION CONDITIONS EXISTING SOIL OR 6" OF COMPACTED FILL r2 -'),GRAVEL EDGE DETAIL C 5 SCALE:NTS CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfleld Parkway Suite 200 CrcenWle 29x,07 5884 3—$S0 ,�• OF AUT/�`'•. i+` � !ll•��i r! CARTER & r 0: BNo GESS68 D W F W W p r OC Q ON} CO zw -z -. 0oaQQO G s W Via,>Y V wQIW-YOcYi) z aOW J �'Pa W J a T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/RENSIONS: is ISSUED FOR RENEW 10/01/02 0 INITIAL ISSUE — —10/04/02 SHEET CONTENTS: SECURITY FENCE DETAILS SHEET NUMBER: C-5 PIPE CAP (TYP.) EQ. SUPPORT GRIP STRUT AT MIN. OF 3 LOCATIONS U -BOLT (TYP.) 24" GRIP STRUT 14 GA SERRATED, PRE GALVANIZED STEEL ICE BRIDGE MIN. 2" I.D. SCH. 40 PIPE COLUMN, HOT -DIP GAUL. (TYP. FOR 2) TRAPEZE HANGER ASSY. BY ANTENNA CONTRACTOR FOR PROPOSED ANTENNA CABLES L3x3x1/4 I U -BOLT I GRIP STRUT 3x3x1/4 I PIPE COLUMN SECTION A -A � A 1/2" THREADED ®®® ROD HANGERS •� ALPHA 1&2 ®� BETA 1&2 GAMMA 1&2 -.'--ALPHA 3&4, BETA 3&4 I GAMMA 3&4 POLYPHASERS CONNECTED TO COAXES ON BOTTOM TRAPEZE T/PAD OR PLATFORM (FIELD VERIFY) GROUND CONNECTION I TOP OF GRADE �+ I RE: ELECTRICAL DWGS f ! ?.' r I -- NEW #2 AWG BARE SOLID it 201 Brookfield Parkway Suite 200 - II Gree 1", S.C. 29607 (864) .29-8500 TINNED COPPER TO SUBGRADE OR CLEAN SELECT FILL. 1 REINFORCE W/ #5 BARS ® 12" GROUND RING O.C. EACH WAY AT MID- DEPTH. II����.. ATE 0 Y III I!l 11! ■iz ARI AI SAS III NOTE: LJ ONLY HOT TIPPED GALVANIZED OR UNREINFORCED CONCRETE (TYP.) FOOTING TEP. STAINLESS STEEL HARDWARE SHALL BE USED, ALL FIELD CUTS OF MATERIALS SHALL BE COLD GALVANIZED. TYP, a 1'-0• MAX SPACING BETWEEN SUPPORTS = 8'-0". 1 CABLE BRIDGE TRAPEZE ASSEMBLY S-1 SCALE:NTS GENERAL NOTES FOR INSTALLATION OF CABLE BRIDGE= 1. MATERIALS USED WILL BE ONLY HOT DIPPED GALVANIZED. 2. ALL FIELD CUT SURFACES HAVE TO BE PAINTED WITH COLD GALVANIZED PAINT. 3. ALL CONNECTION HARDWARE SUCH AS LAGS, SHIELDS, LEAD TAP ANCHORS AND EXPANSION ANCHORS ARE TO BE SUPPLIED BY THE CONTRACTOR. 4. EXCESS THREADED ROD ON THE TOP OF THE GRIP STRUT IS TO BE CUT OFF AT 1" MAXIMUM LENGTH ABOVE THE GRIP STRUT COVER. 5. STABILIZER ANGLES (IF USED) ARE TO BE INSTALLED TO SHED WATER. 6. WHERE REQUIRED, ATTACH CABLE BRIDGE POST TO CONCRETE PAD WITH 2-3/8" EXPANSION ANCHORS THROUGH 1/2" MINIMUM THICKNESS BASE PLATES WELDED TO POSTS. 7. STABILIZER ANGLES (IF USED) ATTACH TO THE CONCRETE PAD BY 2"x2" ANGLE CUPS ANCHORED WITH 3/8" EXPANSION ANCHORS. 8. BUS BAR GROUND LEADS ARE TO BE IN 3/4" SCHEDULE 80 PVC. ELEVATED BUS BAR LEADS SHOULD BE IN 3/4" PVC HORIZONTAL TO A 45' TRANSITION UNTIL IT REACHES THE CONCRETE, 45" TRANSITION AGAIN TO HORIZONTAL. RUN THE GROUND LEADS OFF THE END OF THE PAD IN THE SAME DIRECTION ATTACHING EVERY 4' TO ANCHORED UNI -STRUT TO A 90' SWEEP CONTINUING VERTICAL TO GROUND CONNECTION. 9. AT THE TIME OF THE 4TH BTS FUTURE INSTALLATION, THE CONTRACTOR TASKED WITH THE ADDITIONAL CABLE RUNS WILL HAVE TO INSTALL ADDITIONAL BRIDGE, MATCHING THE MATERIALS OF THE EXISTING BRIDGE. 10. IF THE CABLE BRIDGE IS TO BE MOUNTED TO A PLATFORM, THE APPROPRIATE SQUARE WASHERS, UNI -STRUT AND HARDWARE SHOULD BE USED TO MOUNT THE TRAPEZE AND STABILIZERS (PROVIDED BY T -MOBILE). 11. THE 1/2" SUPER -FLEX JUMPERS GOING TO THE BTS WILL BE SUPPORTED WITH 3-1/2" HOLE CUSHION ASSEMBLY SUPPLIED BY CONTRACTOR ACCORDING TO MANUFACTURER'S DIRECTIONS. Caftr■Burgess 15-0" CARTER & BURGESS. INC. Brookfield Corporate Center S --I 6" CONCRETE SLAB -ON -GRADE 201 Brookfield Parkway Suite 200 - OVER WELL COMPACTED NATURAL Gree 1", S.C. 29607 (864) .29-8500 j SUBGRADE OR CLEAN SELECT FILL. 1 REINFORCE W/ #5 BARS ® 12" O.C. EACH WAY AT MID- DEPTH. II����.. ATE 0 Y I!l 11! ■iz ARI AI SAS F N TYP, a ■i 5-1 c ■ o I or TYP. i;Fii��III a,, , A r +' ''° UTti''•. - CARTER & N = oG BNo.G68s 2 FOUNDATION PLAN 5-1 SCALE. -IN TS +1]o �0*: PROVIDE HOOKS AS SHOWN #5 DOWEL x ® 12" ` TOP & BOTTOM O.C. REF. PLAN FOR SLAB W a REINF.-TYP. C I U) W 3/4" CHAMFER-TYP. r 0 > CL w N O a cam, m1 ..J i `ter QJ�� 0 JaQO kz17 V WLU °a .. \ \ Q V �Ow� r 8 STRUCTURAL FILL Q J IL�� H • \�S L z (j r SEE NOTE 1 J 3" 3" SUBGRADE, SEE NOTE 2 Q o • GR. CLR. #3 ® 18" O.C. m BEAM REINFORCEMENT } - REFER TO 4/S-1 (TYP.) 1'-0" 6-#5 C&B JOB NUMBER: 4 TYP. GRADE BEAM SECTION 350099.061.1 3 TYP. SLAB SECTION DATE ISSUED: 5-1 SCALE:NTS S-1 SCALE:HTS 10/04/02 INITIAL ISSUE SHELTER FOUNDATION NOTES: ISSUE IO°NS: AISSUEO LIED FOR REVIEW_ 10/61/02 /0\ INITIAL ISSUE 10/04/02 1- STRUCTURAL FILL, IF REQUIRED, SHALL CONSIST OF A SANDY TYPE SOIL MIXTURE 8. COORDINATE WITH ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, OF SANDY SOIL & GRAVEL WHICH SHALL EXHIBIT A LIQUID OMIT LESS ANCHORS, HANGERS AND OTHER ITEMS RELATED TO CONCRETE WORK. THAN 30 AND SHALL BE COMPACTED TO A MINIMUM OF 98% MAXIMUM STANDARD PROCTOR IN ACCORDANCE WITH ASTM D 698. 9. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING IN ACCORDANCE WITH ACI 315 AND ACI 318. 2. SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 954 MAXIMUM STANDARD PROCTOR IN ACCORDANCE WITH ASTM D 698. 10. ALL CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 3. FOUNDATION ELEMENTS SHOWN WERE DESIGNED ASSUMING A NET (A.C.I. 318). SHEET CONTENTS: ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 11. ALL CONCRETE SHALL BE VIBRATED, TOP OF FOUNDATION SHALL BE 4. CONTRACTOR SHALL VERIFY BEARING CAPACITY CONSTRAINTS PRIOR TO SQUARE AND LEVEL WITH SMOOTH FLOAT FINISH AND A 1" CHAMFER PLACEMENT OF FOUNDATION ELEMENTS. SHOULD BEARING CAPACITY AT ITS EDGE. CABLE TRAY SECTION, CONSTRAINTS NOT MEET OR EXCEED THOSE SHOWN IN NOTE 3, THE FOUNDATION DETAIL CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING AND CEASE ACTIVITY UNTIL FURTHER DIRECTED. 12, ALL REINFORCING STEEL SHALL BE INSPECTED AND APPROVED BY AND STRUCTURAL THE NEXTEL PARTNER'S CONSTRUCTION MANAGER PRIOR TO PLACEMENT 5. CONCRETE COMPRESSIVE STRENGTH (F'c) SHALL BE 4000 P.S.I. AT OF CONCRETE. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER 48 HOURS BEFORE PLACING CONCRETE. NOTES 28 DAYS, 4" NOMINAL SLUMP, 5-77 ENTRAINED AIR. 13. CONCRETE SHALL BE SAMPLE TESTED CONDUCTED IN ACCORDANCE 6. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL INTERMEDIATE WITH ASTM C31 AND C39. GRATE ASTM A-615-60. SHEET NUMBER: 14. READY MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94 7. WELDED WIRE FABRIC FOR CONCRETE SHALL CONFORM TO ASTM SPECIFICATIONS. A-185 SPECIFICATIONS. 15. ALL CODES AND STANDARDS REFERENCED SHALL BE OF THE LATEST ISSUE S-1 OR THOSE ADOPTED BY THE LOCAL JURISDICTION. GENERAL CONSTRUCTION NOTES- SERVICE ROUTING NOTES: (DWG E2) 1. THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE PROVIDING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. CONTRACTOR SHALL APPLY FOR ALL UTILITY SERVICES (POWER AND TELEPHONE) NO LATER THAN THE NEXT BUSINESS DAY FOLLOWING AWARD OF CONTRACT. COORDINATE WITH ELECTRIC UTILITY COMPANY FOR EXACT TRANSFORMER LOCATION. METERING REQUIREMENTS, AND SERVICE ROUTING. COORDINATE WITH TELEPHONE COMPANY FOR EXACT TELEPHONE REQUIR01ENTS AND ROUTING OF SERVICE. 4. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS WILL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS, AND CONFI;NVING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE IMPLEMENTATION ENGINEER AND ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 5. WRITTEN AUTHORIZATION IS REQUIRED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 6. CONTRACTOR SHALL NOT COMMENCE EXCAVATION OR DIGGING UNTIL AFTER CONTRACTOR HAS HAD UTILITY LOCATING SERVICES LOCATE AND IDENTIFY ALL EXISTING UNDERGROUND UTILITIES AND OTHER SYSTEMS. DAMAGE CAUSED TO EXISTING SYSTEMS SHALL BE REPAIRED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 7. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 8. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 9. THE GENERAL CONTRACTOR WILL SUPERVISE AND DIRECT THE WORK USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE OWNER AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS WILL BE INCLUDED AS PART OF THE WORK. 11. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLAT OF THE SURVEY DRAWING, WILL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR WILL RELY SOLELY ON THE PLAT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND WILL NOTIFY THE ARCH ITTECT/ENGINEER PRIOR TO PROCEEDING 'WITH THE WORK IF ANY DISCREPANCY IS FOUND BETVaN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR WILL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER. 12. COORDINATE WORK WITH LOCAL UTILITY COMPANY AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS. PROVIDE TRENCHING AND BACKFILL, AND PAY ALL UTILITY FEES UNLESS NOTED OTHERWISE. THE WORK WILL INCLUDE PROVIDING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 13. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT/ ENGINEER AND OWNER ASSUME NO RESPONSIBILITY AS TO SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING LOCATION OF EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY, DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. I. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR INSTALLATION OF INCOMING SERVICE CONDUCTORS AND EXACT METER BASE TYPE AND REQUIREMENTS. VERIFY EXACT LOCATION OF EQUIPMENT WITH CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 2. CONDUIT LINES SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND AWAY FROM THE EQUIPMENT TO THE PROPERTY UNE SO THAT WATER WILL FLOW AWAY FROM THE EQUIPMENT. TRENCHES SHALL BE EXCAVATED ALONG STRAIGHT LINES BEFORE CONDUITS ARE LAID SO THAT THE ELEVATION CAN BE ADJUSTED, IF NECESSARY, TO AVOID UNSEEN OBSTRUCTIONS. MANUFACTURED BENDS SHALL HAVE A MINIMUM RADIUS OF 36" FOR CONDUITS. 3. ALL CONDUITS SHALL BE SEALED WEATHERTIGHT ON INTERIOR AND EXTERIOR OF EQUIPMENT OR SHELTER TO PREVENT MOISTURE INFILTRATION. SEALANTS SHALL BE IDENTIFIED FOR USE WITH THE CABLE INSULATION, SHIELD, OR OTHER COMPONENTS. 4. CELLULAR EQUIPMENT CABINETS OR SHELTERS SHALL BE FURNISHED BY RESPECTIVE CARRIER AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN EQUIPMENT DRAWINGS AND SPECIFICATIONS TO VERIFY EXACT INSTALLATION DETAILS AND REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY ADDRESSED WITHIN THESE DRAWINGS. 5. CONTRACTOR SHALL FURNISH AND INSTALL PULL BOXES IN CONDUIT RUNS AT EACH OCCURRENCE MERE EXCEEDING 360 DEGREES IN TOTAL BENDS OR 300' IN LENGTH AT A CONVENIENT INTERMEDIATE LOCATION. PULL BOXES SHALL BE SIZED PER NEC 314. 6. ON SPARE CONDUITS, PROVIDE 2 PULL STRINGS SECURELY FASTENED AT EACH END OF THE CONDUITS. PULL STRINGS SHALL BE 200LB TEST POLYETHYLENE CORD. PROVIDE CAP ON END OF THE CONDUITS AND MARK AS SHOWN ON THE SERVICES ROUTING PLAN. 7. MAINTAIN MINIMUM BENDING RADIUS FOR CONDUIT INSTALLATIONS PER CONDUIT/FIBER MANUFACTURER RECOMMENDATIONS. 8. REFERENCE E4 FOR ONE -LINE, CONDUIT AND WIRE SIZE, AND SPECIFICATIONS. 9. PROVIDE MINIMUM OF 36 INCHES WORK CLEARANCE IN FRONT OF EQUIPMENT AND EQUIPMENT RACKS. 10. UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UP TO THE VERTICAL SWEEP, AT WHICH POINT THE CONDUIT SHALL BE TRANSITIONED TO SCHEDULE 80 PVC UP TO THE EQUIPMENT. GROUNDING NOTES: (DwG Em 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION REQUIREMENTS AND CONSTRUCTION MAY VARY ACCORDING TO SITE CONDITIONS. VERIFY EXACT EQUIPMENT GROUNDING WITH EQUIPMENT MANUFACTURER AND OWNER. 2. GROUND RODS SHALL BE DRIVEN AT 10'-0" INTERVALS OF THE GROUND RING OR RADIALS. GROUND RODS SHALL NOT BE PLACED CLOSER THAN 6'-0" APART PER NEC 250.53. MINIMUM SPACING BETWEEN ELE07ROLYTIC GROUND RODS (EGR'S) SHALL BE 20'-0" UNO. 3. INSTALL GROUND CONDUCTORS AND GROUND RODS A MINIMUM OF 18" (MAXIMUM 36") FROM EQUIPMENT CONCRETE SLAB, SPREAD FOOTING, OR FENCE. 4. ALL BELOW GRADE CONNECTIONS: EXOTHERMIC WELD TYPE; ABOVE GRADE CONNECTIONS: EXOTHERMIC WELD TYPE (FENCE AND TOWER) OR MECHANICAL TYPE (2 -HOLE LONG -BARREL LUGS WITH MECHANICAL CONNECTORS AT EQUIPMENT). ALL HARDWARE SHALL BE STAINLESS STEEL WITH LOCKWASHERS. 5. CLEAN EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES THOROUGHLY AND COVER W/ (2) TWO COATS SHERWIN WILLIAMS GALVITE PAINT B350W3 (OR EQUIVALENT). 6. ALL ELECTRICAL AND MECHANICAL GROUND CONNECTIONS SHALL BE TO BARE BRIGHT SURFACES AND HAVE ANTI -OXIDATION COMPOUND APPLIED TO CONNECTION (THOMAS AND BETTS KOPR-SHIELD). 7. THE MINIMUM BEND RADIUS FOR GROUND CONDUCTORS SHALL BE 8 INCHES FOR #6 AWG WIRE AND 12 INCHES FOR #2 AWG AND GREATER WIRE. S. ITEMS TO BE BONDED TO THE GROUND RING INCLUDE BUT ARE NOT LIMITED TO: CORNER FENCE POSTS AND FENCE POSTS WITHIN 6' OF GROUND RING, GROUND BUS BARS, EQUIPMENT CABINETS OR SHELTERS, EQUIPMENT RACKS, CABLE SUPPORT STRUCTURES, TOWER, GENERATOR, ANY OTHER METALLIC OBJECTS WITHIN 6' OF GROUND RING. 9. GROUNDING INSTALLATIONS AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ALL EXOTHERMIC WELD CONNECTIONS SHOOT PROPERLY WITH NO VOIDS OR DETERIORATION TO MATERIALS, LEADS, AND OTHER COMPONENTS. ENSURE THAT EACH LEAD IS OF SUFFICIENT LENGTH TO REACH ITS DESIGNATED TERMINATION POINT OR 24" INTO SHELTER OR EQUIPMENT CABINET, WHICHEVER IS LONGER. 10. OBSERVE NEC AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING. 11. GROUNDING ATTACHMENT TO TOWER SHALL BE PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM). 12. GROUND COAXIAL RF CABLES USING GROUND KITS TO GROUND BARS AT TOP, MIDDLE, AND BOTTOM OF TOWER, SEE DRAWING E6 FOR DETAILS. 13. ALL EXPOSED GROUND LEADS TO GROUND RING SHALL BE ENCASED IN 3/4" PVC OR FLEXIBLE TYPE CONDUIT TO 12" BELOW GRADE. 14. THE CONTRACTOR SHALL PERFORM BOTH PRE-CONSTRUCTON AND POST -CONSTRUCTION GROUND RESISTANCE MEGGER TESTS ON THE GROUNDING SYSTEM AND SHALL SUBMIT RESULTS IN WRITING TO THE CONSTRUCTION MANAGER. CONDUCT TESTS IN DRY WEATHER, NO LESS THAN 48 HOURS AFTER RAINFALL, AND IN ACCORDANCE WITH THE FALL -OF -POTENTIAL METHOD DEFINED IN IEEE 81 "GUIDE FOR MEASURING EARTH RESISTIVITY". 15. NOTIFY CONSTRUCTION MANAGER WHEN GROUNDING SYSTEM IS COMPLETE AND READY FOR INSPECTION PRIOR TO BACKFILLING. AFTER INSPECTION, BACKFILL ALL EXCAVATION WORK WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY IN 8" LIFTS TO AVOID SINKING. CarferaBuryess CARTER do BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500 �11#ffl 'SATE p� ILI A S r EGISTERED ti PROFESSIONAL i ENGINEER = i NO. 10558 girt ysT�RHER 10-�-oz =Li CARTER & N BURGESS D No. 68 sis U) ABBREVIATONS A. AMP AMPERES MCB MAIN CIRCUIT BREAKER ABT ABOUT MLO MAIN LUGS ONLY AFF ABOVE FINISHED FLOOR MTD MOUNTED AFG ABOVE FINISHED GRADE N NEUTRAL BLDG BUILDING NEC NATIONAL ELECTRICAL CODE C CONDUIT NIC NOT IN CONTRACT CAT CATALOG NO NUMBER CKT CIRCUIT NTS NOT TO SCALE DWG DRAWING(S) RECEPT RECEPTACLE EGR ELECTROLYTIC GROUND ROD RGS RIGID GALVANIZED STEEL EQPT EQUIPMENT REOD REQUIRED EXIST EXISTING SCH SCHEDULE FBO FURNISHED BY OTHERS TYP TYPICAL FWE FURNISHED W/ EQUIPMENT UG UNDERGROUND GFI GROUND FAULTINTERRUPTER UNO UNLESS NOTED OTHERWISE GND GROUND V VOLT(S) JB JUNCTION BOX WP INDICATES WEATHERPROOF LTG LIGHTING XFMR TRANSFORMER CarferaBuryess CARTER do BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500 �11#ffl 'SATE p� ILI A S r EGISTERED ti PROFESSIONAL i ENGINEER = i NO. 10558 girt ysT�RHER 10-�-oz =Li CARTER & N BURGESS D No. 68 sis U) W Tw�r� ZO r T OJ JMQJWm ZW~Z 0onJ.QQO wQIW-YOU L) Q()IxJ � Lu _j �A La �a 1 ILI _ c'I J r C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE �ISSUES/REASIONS: AS ISSUED FOR RENEW 10/01/02 0_ INITIAL ISSUE 14/04/02 SHEET CONTENTS: GENERAL ELECTRICAL NOTES AND LEGEND SHEET NUMBER: E1 (N) T -MOBILE (1) 2" POWER CONDUIT TO MAIN BTS (N) T -MOBILE (1) 2" TELCO CONDUIT TO MAIN BTS (N) FENCE (ADDED TO ACCOMODATE T -MOBILE) (N) T -MOBILE LEASE AREA (N) T -MOBILE PCS CONCRETE EQUIPMENT PAD (Typ") €5 E5 X x x (N) T -MOBILE NOKIA CITYTALK BTS CABINET � [ )({TTYY"P. OF 4) (DO (TYP•) 1-_ (N) CABLE SUPPORT STRUCTURE CONNECTION POINT AT CABINET MAIN BTS LIQUIDTIGHT FLEXIBLE METAL CONDUIT CABINET PULLING ELBOW OR "LB" TYPE FITTING NOTE: CONTRACTOR SHALL INSTALL POWER AND TELCO EQUIPMENT PAD CONDUITS WITH PULLSTRING. INSTALLATION OF POWER CONDUCTORS AND TELCO CABLE SHALL BE BY BTS INSTALLER. a 4 a FINISHED GRADE _ II Ml i SCH 40 PVC CONDUIT CONDUIT COUPLING 90' LONG ELBOW 2 CONDUIT STUB -UP AT EQUIPMENT PAD E2 SCALE: NTS (E) WATER TANK (N) UTILITY METER MOUNTED TO BACK OF PPC (N) POWER PROTECTION CABINET (PPC] ON RACK, RE: 3 E4 I EE E T T T �17 x — x - Smr � EXISTING CARRIER EQUIPMENT PAD x EXISTING CARRIER EQUIPMENT SHELTER X x x x - (E) FENCE T - T - x EXISTING CARRIER EQUIPMENT PAD (E) MONOPOLE x x — x i SERVICES ROUTING PLAN E2 SCALE: 1 = 10 -0 LCO PEDESTAL JP CONDUITS 10'-0" D FENCE AND COORDINATE WITH LOCAL UTILITY FOR CONNECTION OF SERVICES AND/OR ADDITIONAL ROUTING (N) T -MOBILE (1) 2" POWER CONDUIT (N) T -MOBILE (2) 2" TELCO CONDUITS x E) EQUIPMENT RACK �TYP. OF 2) x E x x F�LJ GENERAL NOTES 1. REFER TO DRAWING E1 FOR GENERAL NOTES PERTAINING TO THIS DRAWING. 2. REFER TO ONE UNE DIAGRAM (1/E4) FOR CONDUCTOR SIZES, EQUIPMENT RATINGS, AND ADDITIONAL INFORMATION. NOTES BY SYMBOL " O >, I. ROUTE POWER AND TELCO CONDUITS TO EXISTING DEMARCATION POINTS. REFER TO ONE UNE FOR DETAILS. COORDINATE WITH LOCAL UTILITIES FOR CONNECTION OF SERVICE. 2. EQUIPMENT CABINETS SHALL BE FURNISHED BY T -MOBILE AND INSTALLED BY 3rd PARTY VENDOR. 3. POWER PROTECTION CABINET (PPC) SHALL BE FURNISHED BY T -MOBILE AND INSTALLED BY CONTRACTOR. 4. CONTRACTOR SHALL OBTAIN EQUIPMENT DRAWINGS AND SPECIFICATIONS FOR EXACT STUB UP LOCATIONS AND ADDITIONAL INFORMATION NOT NECESSARILY INCLUDED WITHIN THESE DRAWINGS. COORDINATE WITH T -MOBILE CONSTRUCTION MANAGER. N GRID 0 10 20 30 GRAPHIC SCALE: 1" = 10'-0" CARTERdo BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, SC. 29607 (864) 329-8500 REGISTERED PROFESSIONAL �0. ENGINEER �_ NO. 10558 fA s�o.NE� +r+rf► Ib-y-oL y`s F�q��T,..... CARTER = BURGES D No. 68 �4: ......................... � W F- c W z004 r ,moi fir" 0 Z LU Z JM�yJ�� ooaQQO U — fit W�UY yLu aaow_j zz�W-1 a a. F-C H W of Q T m C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REASIONS: 0 I=01) FOR RENEW 10/01/02 0 INIMAL ISSUE 10/04/02 SHEET CONTENTS: SERVICES ROUTING PLAN SHEET NUMBER: E2 (TYR) (N) FENCE (ADDED TO ACCOMODATE T -MOBILE) (N) T -MOBILE PCS CONCRETE EQUIPMENT PAD =4J (TYP-) v H (TYP.55 (f•)xrE— x x x 2x x (N) T -MOBILE NOKIA CITYTALK BTS CABINET (TYP OF 4) (N) CABLE SUPPORT STRUCTURE (TYP. 2 AT =0 (E) WATER TANK (N) GROUNDING � ELECTRODE L'1 (N) POWER PROTECTION CABINET (PPC) G (N) SURGE ARRESTOR GROUND BAR LJ 1 1 1 li 1 (N) LOWER ANTENNA GROUND BAR @ E5 (N) UPPER ANTENN GROUND BAR X X x EXISTING CARRIER / EQUIPMENT PAD X x — x — x (E) FENCE '--- (E) MONOPOLE E) TOWER GROUND RING VERIFY EXACT LOCATION) x x — x - --x 1 SITE GROUNDING PLAN E3 SCALE: 1 = 10'-0" (E) EQUIPMENT RACK (TYP. OF 2) X x GENERAL NOTES 1. REFER TO DRAWING E1 FOR GENERAL NOTES PERTAINING TO THIS DRAWING. 2. REFER TO DRAWING E6 FOR GROUNDING SCHEMATIC AND DETAILS. NOTES BY SYMBOL p 0 " 1. GROUNDING SYSTEM SHALL BE COMPRISED OF #2 AWG SOLID TINNED COPPER CONDUCTOR, UNLESS NOTED OTHERWISE, BURIED AT 30" MINIMUM BELOW FINISHED GRADE. CONNECTIONS SHALL BE EITHER EXOTHERMIC WELD (CADWELD, RE: 6/E5) OR MECHANICAL (BURNDY, RE: 7/E5) AS NOTED. 2. BOND CABINETS TO GROUND RING. GROUNDING OF CABINETS SHALL BE ACCOMPLISHED BY ROUTING #2 AWG GREEN INSULATED STRANDED WEATHER RESISTANT WIRE UNDER EQUIPMENT PAD, THROUGH PVC CONDUIT, AND INTO BASE OF CABINET VIA PENETRATION PROVIDED. 3. BOND GROUND CONDUCTORS TO EACH SUPPORT LEG ON BOTH SIDES OF THE CABLE SUPPORT STRUCTURE. ALSO JUMPER EACH SECTION OF TRAY. 4. BOND POWER PROTECTION CABINET (PPC) TO GROUND RING (TYP. 2 PLACES). 5. BOND LEGS OF EQUIPMENT RACK TO GROUND RING. 6. BOND SURGE ARRESTOR GROUND BAR TO GROUND RING, RE: 4/E5. 7. BOND TO FENCE POST. 8 BOND LOWER ANTENNA GROUND BAR TO TOWER GROUND RING, RE: 2/E6. 9. PROVIDE #2 AWG SOLD TINNED COPPER GROUNDING ELECTRODE CONDUCTOR TO GROUND -NEUTRAL BOND IN SER4ICE DISCONNECT. REFER TO ONE -UNE DIAGRAM ON E4. N GRID 0 10 20 30 GRAPHIC SCALE: 1" = 10'-0" CARTER & BURGESS, INC. BrookOeld Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (664) 329-8500 PROFESSIONAL % =� ENGINEER NO. 10558 )U -y-oz `t`:0 F ,A UT,, ... . r Li CARTER & N = � BNo.G68s D V] Q� � w H y W ►�� p N �`- G } UO Z W r"_Z M -JW P � cDa.< W T �,>Y V wQHYON L) (n0 J L QWJ d Lw O>t J Q O C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ISSUES/REVISIONS: A ISSUED FOR REYIEW 10/01/02 0 INITIAL ISSUE 10/04/82 SHEET CONTENTS: SITE GROUNDING PLAN SHEET NUMBER: E3 CABLE AND CONDUIT SCHEDULE 6,-0" fi- WIRES EACH CONDUIT UTILITY METER LOCATED MARK REMARKS 77CONDUIT QUANT. F SIZE QUANT. SIZE GROUND SIZE KVA g WH I rE C. GENERATOR FLANGED HTS CABINET MAIN 4.50 60/2 1* EE I 2 POWER TO UTILITY METER lA 1 2" 3 #3/0 I I ICABINET GENERATOR FLANGED 1A 1 2" 3 #3/0 1 #4 POWER TO T -MOBILE SWITCH TELCO - ROUTE POWER AND (FURNISHED WITH PPC) A/C SURGE SUPPRESSION PPC CABINET *** DENOTES EDGE OF PPC, CONDUIT TO METER 200A//� 200A/I ALL ITEMS WTHIN ARE TELCOCTO �rjj 2 2„ O F2P CABINET *15/1 1 2„ 3 #4 1 #8 POWER TO MAIN BTS �?J 12 20 1 0.20 FLOODUGHT 2 12, #12G CABINET DEMAND AMPS- 43.33 DEMAND kVA: 10.40 TELCO TO MAIN BTS LJ 1 2° CABINET 1 3/4" 2 #12 1 #12 POWER TO FLOODUGHT/RECEPTACLE TO GROUNDING SYSTEM -� 2" INCOMING POWERIII%' CONDUIT FROM LOCAL= III UTILITY NI TO GROUND RING 2" POWER CONDUIT TO MAIN BTS CABINET GROUND ROD (GROUND ELECTRODE) 3/4" PVC CONDUITS FOR PPC GROUNDING (POWER AND TELCO SIDE) -11 TO GROUNDING SYSTEM #2 AWG TINNED COPPER WIRE, MECHANICAL CONNECTION TO POST (TYPICAL) 2" INCOMING TELCO CONDUITS FROM TELCO PEDESTAL 2" TELCO CONDUIT TO MAIN BTS CABINET r3_'� PPC RACK DETAIL NOTE: E4 SCALE:N.T.S_ SEE CONDUIT ROUTING DETAIL FOR EXACT NUMBER AND SIZE OF CONDUITS EXISTING INCOMING HIGH TO EXISTING TELCO VOLTAGE SERVICE BY LOCAL DEMARCATION POINT UTILITY I t EXISTING STEP DOWN A TRANSFORMER BY LOCAL UTILITY 120/24OV, 10, 3W SECONDARY 6,-0" fi- 3/a"C UTILITY METER LOCATED #2 AWG TOPHASE METER ON BACK OF PPC GROUNELECTRODE CAN (METER BY CKT 13KR. KVA g WH I rE C. GENERATOR FLANGED HTS CABINET MAIN 4.50 60/2 1* EE I 2 INLETPOWER lA I iPROTECTION J �n < I I ICABINET GENERATOR FLANGED POWER PROTECTION CABINET (PPC) POWER TELCO • WEATHERPROOF LIGHT11T SWITCH TELCO - ROUTE POWER AND (FURNISHED WITH PPC) A/C SURGE SUPPRESSION GROUND (ELECTRODE) *** DENOTES EDGE OF PPC, CONDUIT TO METER 200A//� 200A/I TO GROUNDING SYSTEM -� 2" INCOMING POWERIII%' CONDUIT FROM LOCAL= III UTILITY NI TO GROUND RING 2" POWER CONDUIT TO MAIN BTS CABINET GROUND ROD (GROUND ELECTRODE) 3/4" PVC CONDUITS FOR PPC GROUNDING (POWER AND TELCO SIDE) -11 TO GROUNDING SYSTEM #2 AWG TINNED COPPER WIRE, MECHANICAL CONNECTION TO POST (TYPICAL) 2" INCOMING TELCO CONDUITS FROM TELCO PEDESTAL 2" TELCO CONDUIT TO MAIN BTS CABINET r3_'� PPC RACK DETAIL NOTE: E4 SCALE:N.T.S_ SEE CONDUIT ROUTING DETAIL FOR EXACT NUMBER AND SIZE OF CONDUITS EXISTING INCOMING HIGH TO EXISTING TELCO VOLTAGE SERVICE BY LOCAL DEMARCATION POINT UTILITY I t EXISTING STEP DOWN A TRANSFORMER BY LOCAL UTILITY 120/24OV, 10, 3W SECONDARY -- --�----, I s -' - •I 1 Tess_ _ I I j 2OA/ I P 5 �FLA00L1G 1 s5 GA RCPT /1Pi _ J I t._,,0'A/2P / I 3 BTS CASINJEF I I I i I 16 I - =PLYWOOL' TELCO BACKBOARD, FURNISHED WITH PPC- - - POWER PROTECTION CABINET OO (PPC) i ONE LINE DIAGRAM E4 SCALE: NTS PANEL LCP 200A, 240V, 1 AIC: 10,000 SURFACE ❑ NEMA 1 #2 AWG TOPHASE METER C. WIRE GROUNELECTRODE CAN (METER BY CKT 13KR. KVA g WH LOCAL UTILITY) C. 2" 3#4, #8G HTS CABINET MAIN 4.50 60/2 1* o0 2 vYi lA SPACE J �n < 4.50 3 GENERATOR FLANGED 4 W 5J INLET, 200A, 120/24OV, C T SINGLE PHASE, 3 WIRE TELCO - - - - OWER 60/2 (FURNISHED WITH PPC) A/C SURGE SUPPRESSION 2 LOG *** DENOTES EDGE OF PPC, 7- 200A//� 200A/I ALL ITEMS WTHIN ARE 0.10 2P o; I FURNISHED WITH CABINET O F2P AND PREWIRED UNLESS *15/1 t I OTHERWISE NOTED. -- --�----, I s -' - •I 1 Tess_ _ I I j 2OA/ I P 5 �FLA00L1G 1 s5 GA RCPT /1Pi _ J I t._,,0'A/2P / I 3 BTS CASINJEF I I I i I 16 I - =PLYWOOL' TELCO BACKBOARD, FURNISHED WITH PPC- - - POWER PROTECTION CABINET OO (PPC) i ONE LINE DIAGRAM E4 SCALE: NTS PANEL LCP VOLTAGE: 120/240v 1 1 m 1 3W I MAINS: 200 AMPS ❑ MLO IN MCB IN LUGS: ❑ SUB -FEED ❑ FEED-THRU AIC: 10,000 SURFACE ❑ NEMA 1 ❑ FLUSH 19 NEMA 3R REMARKS: *PROVIDE CA BREAKER PANEL FURNISHED INTEGRAL WITH PPC **'PREWIRED INSIDE PPC C. WIRE LOAD DESCRIPTION KVA BKR. CKT A B CKT 13KR. KVA LOAD DESCRIPTION WARE C. 2" 3#4, #8G HTS CABINET MAIN 4.50 60/2 1* w 2 vYi L) SPACE J �n < 4.50 3 ~CD 4 W 5J SPACE C T SPACE 5 "-. r ti 5 60/2 0.10 A/C SURGE SUPPRESSION 2 LOG *** 7- 8 0.10 9 10 *15/1 1.00 GFCI RECPT-TELCO BOARD 2#12, 112G 3 4" 1t .. r 12 20 1 0.20 FLOODUGHT 2 12, #12G 3/4. DEMAND AMPS- 43.33 DEMAND kVA: 10.40 1 CONNECTED kVA: 10.40 2 PANELBOARD SCHEDULE - LCP E4 SCALE: NTS LOAD CENTER PANEL (LCP), 200A, 120/24OV, 10, 3W, 12 POLE, RE: 2/E4 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE INCOMING SERVICES WITH LOCAL UTILITIES PRIOR TO TRENCHING. 2. ALL CONDUCTORS SHALL BE COPPER, 90 DEGREES C RATED, AND CONDUCTOR INSULATION SHALL BE THWN OR THHN. 3. GROUND FAULT PROTECTION REQUIRED FOR UTILITY RECEPTACLES. 4. SERVICE NEUTRAL SHALL BE GROUNDED AT ONE LOCATION ONLY. 5. N411TE/NEUTRAL, GREEN/GROUND SHALL BE MAINTAINED THROUGHOUT THE SITE ELECTRICAL SYSTEM (TAPE WILL NOT BE ACCEPTABLE). 6. EQUIPMENT LOCATED OUTSIDE OR EXPOSED TO MOISTURE SHALL BE NEMA 3R RATED. 7. CONTRACTOR SHALL USE SCHEDULE 40 PVC CONDUIT UNDERGROUND AND SCHEDULE 80 PVC WHERE EXPOSED, UNLESS OTHERWISE NOTED. 8. ALL NEWLY INSTALLED EQUIPMENT SHALL BE RATED AT 10K AIC MINIMUM. HIGHER RATINGS SHALL BE REQUIRED WHERE AVAILABLE FAULT CURRENT EXCEEDS THIS VALUE. EXACT FAULT CURRENT AVAILABLE SHALL BE COORDINATED WITH LOCAL UTILITY BASED ON EXACT CONDITIONS (XFMR SIZE, PERCENT IMPEDANCE, LENGTH OF CONDUCTORS, ETC). 9. DIMENSIONS SHOWN ARE APPROXIMATE. EXACT DIMENSIONS MAY BE MODIFIED SLIGHTLY BASED ON EXACT EQUIPMENT OBTAINED, SITE CONDITIONS, AND OWNER PREFERENCES. 10. POWER EQUIPMENT SHALL BE SQUARE D, SIEMENS, CUTLER HAMMER OR GENERAL ELECTRIC. ALL EQUIPMENT MUST BE OF ONE MANUFACTURER. 11. UNUSED CONDUITS SHALL BE SEALED TO PREVENT MOISTURE INSIDE CONDUITS. USED CONDUITS SHALL BE SEALED AFTER SERVICES HAVE BEEN RUN (IN METER CENTER, TELCO ENCLOSURE, AND CARRIER EQUIPMENT). ONE LINE DIAGRAM NOTES BY SYMBOL "0e 1. POWER COMPANY SHALL PROVIDE CONDUCTORS AS REQUIRED FROM UTILITY TRANSFORMER TO METER LOCATED ON BACK OF PPC. COORDINATE EXACT METER REQUIREMENTS WITH LOCAL UTILITY. 2. NOT USED. 3. POWER PROTECTION CABINET (PPC) IS A LUCENT/NORTHERN TECHNOLOGIES DESIGN PRE-PACKAGED UNIT. PPC INCLUDES METER BASE, GENERATOR RECEPTACLE, SERVICE ENTRANCE AND GENERATOR BREAKERS, LOAD CENTER PANEL, SURGE ARRESTORS, RECEPTACLES, AND TELCO BACKBOARD. ALL COMPONENTS ARE PRE -WIRED UNLESS NOTED OTHERWISE. 4. PPC IS EQUIPPED WITH SQUARE D WALKING BEAM INTERLOCK WHICH PROHIBITS BOTH POWER SOURCES FROM BEING IN THE "ON" POSITION SIMULTANEOUSLY. 5. PPC CABINET WILL BE FURNISHED BY T -MOBILE AND SHALL BE INSTALLED BY CONTRACTOR. 6. CONTRACTOR SHALL PROVIDE AND INSTALL NAMEPLATE ON METER TO INDICATE "T -MOBILE". NAMEPLATES SHALL BE PHENOLIC, WHITE LETTERS ON BLACK BACKGROUND. 7. EQUIPMENT RACK SHALL BE WIDTH SHOWN AND A MAXIMUM OF W-6" HIGH. POSTS SHALL BE 3" GALVANIZED STEEL PIPE WITH CAP. CROSS MEMBERS SHALL BE UNISTRUT, ANCHORED TO POSTS WITH U -BOLTS AND 3/8" STAINLESS STEEL BOLTS AND WASHERS. RACK FOUNDATION SHALL BE V-6" WIDE BY X-6" DEEP, CONCRETE REINFORCED WITH REBAR, (4)-#4 EQUALLY SPACED IN EACH FOOTING, WITH #3 TIES 18" O.C. MAX. 8. PROVIDE 150 WATT SQUARE HALOGEN FLOODLIGHT WITH SWITCH. AIM FLOODLIGHT AT EQUIPMENT. 9. CONTRACTOR SHALL BOND NEUTRAL TO GROUND AT ONE LOCATION ONLY PER NEC 250 AND LOCAL CODE REQUIREMENTS. CarwroBurgess CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 (864) 329-8500.... - ATE PROFESSIONAL ENGINEER NO. 10558 %?)'pYER =!i CARTER &BURN No G68S D P:. r p W r U r o F}h Z LU z )o >YV - ter- w QIW-YO vYi L) J �n < a ~CD W 5J C T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ^ISSUES/REVISIONS: 'iSSUEO FOR RE=VIEW SHEET CONTENTS: ONE LINE DIAGRAM SHEET NUMBER: E4 / FINISHED GRADE #2 AWG SOLID TINNED BARE COPPER GROUND CONDUCTOR EXOTHERMIC WELD CONNECTION TREATED WITH TWO (2) COATS COLD GALVANIZED5/8" DIAMETER PAINT COPPER CLAD STEEL GROUND ROD 8' LONG 4MGROUND ROD DETAIL ES SCALE: N.T.S NON -THREADED DROP IN #2 AWG WIRE LOOPED FOR TESTING PURPOSES EXOTHERMIC WELD CONNECTION TREATED WITH 2 COATS COLD :I GALVANIZED PAINT— GROUND CONDUCTOR-% 1 12" GROUND FINISHED GRADE —1 I II IJ -1 COUPLING FOR 6" PVC =III PIPE X 3'-0' LONG II WHITE PVC SLEEVE III 1' WIDE X 2" HIGH SLOT I FOR GROUND CONDUCTOR I CADWELD (TYP.) IIII 2' MIN, 3' OF CRUSHED ROCK BELOW WELD - WELD SHALL REMAIN VISIBLE 2 INSPECTION SLEEVE DETAIL -CARRIER ES SCALE:N.T.S. REFER TO PLAN FOR COAXIAL CABLES COAX CABLES TO ANTENNAS DOWNLEAD GROUND KIT (TYP.) HARD SHELL CABLE TO GROUND KIT (TYP.) LOWER AGB GROUND BAR ENCASED IN 3/4" SCHED. 40 (LOCATED BELOW 1/0 (TYP. 3 PLACES) III UPPER ANTENNA NOTES: GROUND BAR - ? ; _� 1. CABLE BRIDGE NOT SHOWN MOUNTED TO I! TOWER BY ANGLE 2. CONTRACTOR TO COORDINATE W/ ADAPTER WITH DOWNLEAD CABLE TO I INSULATORS LOWER AGB TYPICAL COAXIAL GROUNDING NON -THREADED DROP IN #2 AWG WIRE LOOPED FOR TESTING PURPOSES EXOTHERMIC WELD CONNECTION TREATED WITH 2 COATS COLD :I GALVANIZED PAINT— GROUND CONDUCTOR-% 1 12" GROUND FINISHED GRADE —1 I II IJ -1 COUPLING FOR 6" PVC =III PIPE X 3'-0' LONG II WHITE PVC SLEEVE III 1' WIDE X 2" HIGH SLOT I FOR GROUND CONDUCTOR I CADWELD (TYP.) IIII 2' MIN, 3' OF CRUSHED ROCK BELOW WELD - WELD SHALL REMAIN VISIBLE 2 INSPECTION SLEEVE DETAIL -CARRIER ES SCALE:N.T.S. REFER TO PLAN FOR COAXIAL CABLES TOWER TYPE HARD SHELL #2 TINNED COPPER ENCASED GROUND KIT (TYP.) IN 3/4" SCHED. 40 I.- LOWER ANTENNA #2 TINNED COPPER GROUND BAR ENCASED IN 3/4" SCHED. 40 (LOCATED BELOW 1/0 (TYP. 3 PLACES) III ON (E) OR (N) TOWER) NOTES: I - ,, • - - ? ; _� 1. CABLE BRIDGE NOT SHOWN FOR CLARITY. I' 2. CONTRACTOR TO COORDINATE W/ ANTENNA MANUR ON ANTENNA & i" COAXIAL CABLE GROUND BAR SPACING FOR PROPER GROUNDING. TYPICAL COAXIAL GROUNDING ES SCALE: N.T.S. D5 0 IED GRADE I I I I I I NOTE: LABEL EACH END OF CONDUITS: (P) POWER: 1 EA. - 2" BAND OF RED TAPE (T1) TELC01: I EA. - 2" BAND OF ORANGE TAPE (T2) TELG02: 2 EA. - 2" BAND OF ORANGE TAPE i83`\CONDUIT LABELING E5.) SCALE: N.T.S 18"0 X 24" DEEP WELL W/CAP OR EQUIVALENT (DEPTH AS REQUIRED) EXOTHERMIC WELD TO GROUND ROD 18' BELOW GRADE 1" WIDE SLOT CUT SMOOTHER FOR GROUND RING. EXTEND NOTCH 2' ABOVE CONDUCTOR. GRAVEL FILL r GRADE III' LOOSE z GRAVEL � M L -EXTERIOR GROUND RING. PLACE 30" BELOW GRADE OR 6" BELOW FROST UNE. GROUND ROD r3-"\ INSPECTION WELL DETAIL -TOWER ES /SCALE:N.T.S. �I TYPE SS TYPE TA TYPE VB TYPE XA TYPE GT TYPE GR TYPE H5 TYPE HA TYPE VS REFER TO MANUFACTURERS TYPE GL LUG TYPE PG CATALOG AND CONSULT WITH CONSTRUCTION MANAGER FOR ADDITIONAL INSTRUCTION WELD (CADWELD) PVC CONDUIT PLUG CONDUIT ABOVE GRADE SCHEDULE 80 PVS PVC CONDUIT COUPLING FINISHED GRADE 3/8" GALV LOCK WASHER GW -L03 3/8' GALV NUT GN -03 ° 0 a #2AWGX8'-0" TINNED WIRE LEAD WITH THERMOWELD MT -5B5 -T LEADS SHOWN SHORT FOR CLARITY, ACTUAL LENGTH: B -O' (96') 23"x2" BUSS BAR MT -C6730.01 1/4" GALV ALL ROD GD -03625 4 SURGE ARRESTOR GROUND BAR ES SCALE:N.T.S. TYPE YGIBS TYPE KC TYPE BD18G92 GATE POSTS TYPE KC TYPE YA3CL-2TC38 REFER TO MANUFACTURERS FENCE CE BRIDGE POSTS CATALOG AND CONSULT WITH CONSTRUCTION MANAGER FOR ADDITIONAL INSTRUCTION /'_T1STANDARD MECHANICAL (BURNDY) DETAILS 15) SCALE:N.T.S ° MINIMUM COVER REQUIREMENTS PER NEC TABLE 300-5 o_ J 6 W PVC SCHEDULE 80 2�-0" RADIUS MIN. � f-0' RADIUS MIN. LL SCH. 40 PVC POWER SIZE AS SHOWN z PUNDUITLL TRWGS ON LAYOUTS HORIZONTAL RUNS OF UNDERGROUND CONDUIT %SHALL BE SCHEDULE 40 PVC r9-"'\ UNDERGROUND CONDUIT STUB -UP E5 SCALE: N.T.S. I- TRENCH DETAIL ES SCALE: N.T_S. SOIL STABILIZER FABRIC RE: CIVIL COMPACTED GRANULAR TO 95% PROCTOR DENSITY 6' WIDE YELLOW WARNING TAPE, SEE NOTE 10, DWG E1 EARTH SCH. 40 PVC TELCO CONDUITS WITH PULL STRINGS COMPACTED SAND COMPRESSED BACKFILL, RE: NEC 300-5(f) DICAL FOR ALL UNDERGROUND NDUITS. REFER TO PLANS FOR QUANTITY AND LOCATION OF EACH CONDUIT RUN. CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Greenville, S.C. 29607 . (864) 329-8500 I � PROFESSIONAL i ENGINEER ,J +i N0. 10558 -'epHER V)- oIIi ��ttJtlt� ..................... '251 OF+AUThr • � �+~' rrr r► li CARTER & = BUR G68S D V] Q + rr C i LU F U) W p r H WN }} 0 zW~Z o�JQO WIN > O' W ix >:i Y WLU WQF-OU) hQOW Q J ZQ �WJa F- � cF. w C J T C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE ^ISSUES/REVISIONS: IISSUED FOR REKW _ 19 01 /02 O IN InAL ISSUE 10/04/02 SHEET CONTENTS: DETAILS SHEET NUMBER: E5 GROUND BAR ON TOWI CONTRACTOR TO UTILIZ KOPR—SHIELD (THOMAS BEETS) OR EQUAL ON LUGGED CONNECTIONS (2) 12 AWC TO GROUP RING VA BOTTOM GR01 BAR AND INTERMEDIATE GROUND BAR AS REOUa. BTS FUTURE I LJ CABINET BTS UTILITY YP OF 3 1 CABINET METER #6 AWG FROM ANTENNA CABLE GROUND KIT #2 AWG FROM ANTENNA MAST OR MOUNTING BRACKET GROUND RING COMPRISED OF #2 AWG SOLID TINNED BARE COPPER WIRE �11GROUNDING SCHEMATIC DIAGRAM E6 SCALE: NTS 4 (D 716' 2_ a a P a a a o p ry �o a 0*To a a J 3 r a a a °'F a I � I LEGEND 1 — TINNED GROUND BAR, 1/4'x 4"x 12" MINIMUM, HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION (SEE LUG CONNECTION DETAIL THIS SHEET) 2 — INSULATORS 3 — 5/8" LOCKWASHERS 3 GROUND BAR DETAILS \11E6 SCALE:N.T.S. NOTES: 1. TINNED GROUND BAR 1/4"WA2' 2—HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. SIMILAR INSTALLATION FOR TOP AND BOTTOM TOWER GROUND BARS AND FOR COAX ENTRY PORT GROUND BARS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL OR GALVANIZED UNLESS NOTED OTHERWISE. 4. STACKING OF LUGS IS NOT ACCEPTABLE. BACK—TO—BACK LUGS WILL ONLY BE ACCEPTED WHEN OTHER HOLES ARE UNAVAILABLE. 4 — MOUNTING BRACKET, (MOUNT HORZ. ON VERTICAL CABLE LADDER) 5 — 5/8-11 X 1" H.H.C.S.BOLTS 6 — GROUND BAR SHALL BE SIZED TO ACCOMMODATI ALL GROUNDING CONNECTIONS REWIRED PLUS PROVIDE 50% SPARE CAPACITY 5. GROUND LEADS SHALL BE RUN IN DOWNWARD DIRECTION, IN THE STRAIGHTEST PATH POSSIBLE TO TERMINATION POINT. 6. ALL TOWER BUSS BARS SHALL BE ISOLATED FROM THE TOWER. 7. ALL GROUND KIT WRAPPINGS SHALL BE SEALED WITH 3M SKOTCHKOTE ELECTRICAL COATING, 3M PART #054007-14853. 8. WRAPLOCK SHALL BE CABLEWAVE STRAPTITE PART #910061 OR EQUAL. 9. ALL CONNECTIONS SHALL BE ASSEMBLED IN THE FOLLOWING ORDER: BOLT—FLAT WASHER—BUSS—LUG—FLAT WASHER—LOCK WASHER—NUT, IN THAT EXACT ORDER. IF BACK TO BACK LUGS ARE NECESSARY DUE TO NO AVAILABLE HOLES, ALL CONNECTIONS SHALL BE ASSEMBLED IN THE FOLLOWING ORDER: BOLT—FLAT WASHER—LUG—BUSS—FLAT WASHER—LOCK WASHER—NUT. CONNI WEATHERPRO KIT ANTENNA (VERIFY EXACT TYPE AND QUANTITY) 1/2" COAX JUMPER STANDARD COAX GROUND KIT (TYP.), RE: 5/E6 #6 AWG SOLID BARE COPPER WIRE FOR GROUNDING CABLES (TYP-) UPPER ANTENNA GROUND BAR LEGEND (AGO) AT TOP OF TOWER, RE #2 AWG COPPER (TYP. of s) l 0 N MECHANICAL CONNECTION GROUND BAR AT �— _ MIDDLE OF TOWER (REWIRED ONLY WHERE RF CABLES (BURNDY), RE: 7/E5 EXCEED 200') EXOTHERMIC CONNECTION 0U)) a (CADWELD), RE: 6/E5 QOW J y #2 AWG SOLID TINNED COPPER ARE GROUND CONDUCTOR (ONO)#2 L#6AWG IRE C J a AWG BARE COPPER PARE #2 AWG BARE COPPER WIRE rYP. OF 6) (TYP. OF 6) (TYP. OF 6 AN NNA COAXREQUIRED NA ONLY FOR ANTENNACOAX GROUND CABLE RUNS 200' OR GREATER GROUND #6 AWG BARE #6 AWG BARE WG ER 1#6 BARE WIRE COPPER WIRE COPPER 'ERE AWG INSULATED STRANDED RWC INSULATED STRANDE #2 AWG BARE COPPER WIRE UPPER VRE MIDDLE GROUND GROUNDBAR 2 AWG INSULATED STRANDED BAR 2 AWC INSULATED STRANOE 02 AWG BARE COPPER WIRE COPP WIRECOPPER WIRE • #2 AWG BARE COPPER WIRE 12 AWG BARE COPPER WIRE 02 AWG BARE COPPER WIRE 2 AWG BARE COPPER WIRE 12 AWG BARE COPPER WIRE #2 AWG BARE COPPER WIRE #2 AWG BARE COPPER ERE CABLE BRIDGE EXISTING FENCE PPC RACK POWER TELCO GROUNDING POSTS LEGS #2 AWG BARE COPPER W RE LEGS SYSTEM PPC 02 AWG BARE COPPER WIRE_ GROUND BAR ON TOWI CONTRACTOR TO UTILIZ KOPR—SHIELD (THOMAS BEETS) OR EQUAL ON LUGGED CONNECTIONS (2) 12 AWC TO GROUP RING VA BOTTOM GR01 BAR AND INTERMEDIATE GROUND BAR AS REOUa. BTS FUTURE I LJ CABINET BTS UTILITY YP OF 3 1 CABINET METER #6 AWG FROM ANTENNA CABLE GROUND KIT #2 AWG FROM ANTENNA MAST OR MOUNTING BRACKET GROUND RING COMPRISED OF #2 AWG SOLID TINNED BARE COPPER WIRE �11GROUNDING SCHEMATIC DIAGRAM E6 SCALE: NTS 4 (D 716' 2_ a a P a a a o p ry �o a 0*To a a J 3 r a a a °'F a I � I LEGEND 1 — TINNED GROUND BAR, 1/4'x 4"x 12" MINIMUM, HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION (SEE LUG CONNECTION DETAIL THIS SHEET) 2 — INSULATORS 3 — 5/8" LOCKWASHERS 3 GROUND BAR DETAILS \11E6 SCALE:N.T.S. NOTES: 1. TINNED GROUND BAR 1/4"WA2' 2—HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. SIMILAR INSTALLATION FOR TOP AND BOTTOM TOWER GROUND BARS AND FOR COAX ENTRY PORT GROUND BARS. 3. ALL HARDWARE SHALL BE STAINLESS STEEL OR GALVANIZED UNLESS NOTED OTHERWISE. 4. STACKING OF LUGS IS NOT ACCEPTABLE. BACK—TO—BACK LUGS WILL ONLY BE ACCEPTED WHEN OTHER HOLES ARE UNAVAILABLE. 4 — MOUNTING BRACKET, (MOUNT HORZ. ON VERTICAL CABLE LADDER) 5 — 5/8-11 X 1" H.H.C.S.BOLTS 6 — GROUND BAR SHALL BE SIZED TO ACCOMMODATI ALL GROUNDING CONNECTIONS REWIRED PLUS PROVIDE 50% SPARE CAPACITY 5. GROUND LEADS SHALL BE RUN IN DOWNWARD DIRECTION, IN THE STRAIGHTEST PATH POSSIBLE TO TERMINATION POINT. 6. ALL TOWER BUSS BARS SHALL BE ISOLATED FROM THE TOWER. 7. ALL GROUND KIT WRAPPINGS SHALL BE SEALED WITH 3M SKOTCHKOTE ELECTRICAL COATING, 3M PART #054007-14853. 8. WRAPLOCK SHALL BE CABLEWAVE STRAPTITE PART #910061 OR EQUAL. 9. ALL CONNECTIONS SHALL BE ASSEMBLED IN THE FOLLOWING ORDER: BOLT—FLAT WASHER—BUSS—LUG—FLAT WASHER—LOCK WASHER—NUT, IN THAT EXACT ORDER. IF BACK TO BACK LUGS ARE NECESSARY DUE TO NO AVAILABLE HOLES, ALL CONNECTIONS SHALL BE ASSEMBLED IN THE FOLLOWING ORDER: BOLT—FLAT WASHER—LUG—BUSS—FLAT WASHER—LOCK WASHER—NUT. CONNI WEATHERPRO KIT ANTENNA (VERIFY EXACT TYPE AND QUANTITY) 1/2" COAX JUMPER STANDARD COAX GROUND KIT (TYP.), RE: 5/E6 #6 AWG SOLID BARE COPPER WIRE FOR GROUNDING CABLES (TYP-) UPPER ANTENNA GROUND BAR (AGO) AT TOP OF TOWER, RE #2 AWG COPPER WIRES l 0 N r 0 GROUND BAR AT �— _ MIDDLE OF TOWER (REWIRED ONLY WHERE RF CABLES EXCEED 200') #2 AWG COPPER 0U)) WIRES NOTE: TYPICAL DETAIL INDICATES (1) RF CABLE. IF DUAL POLE ANTENNA'S ARE USED, TWO (2) RF CABLES ARE REQUIRED PER ANTENNA, 12 TOTAL RF CABLES. VERIFY ANTENNA TYPE AND RF CABLE QUANTITY WITH RF DATA SHEET, DRAWING C3. 1/2' COAX JUMPER TO BTS TO BTS EQUIPMENT (VERIFY EXACT NUMBER OF CABLES WITH DRAWINGS) " .LOWER ANTENNA BAR (AGB) AT BASE GROUND • • • • •1- WITHIN ARRESTORSURGE OF COAX ENTRY AR TOWER I PORT OR RADIO ENCLOSURE FROM ANTENNA #2 AWG SOLID TINNED BARE I #Z AWG SOLID TINNED BARE COPPER WIRES COPPER WIRES #2 AWG SOLID TINNED BARE COPPER WIRE (GROUND RING) 2 COAX CABLE GROUND RISER E6 SCALE:N.T.S. STANDARD GROUND KIT (TYP-) SEE DETAIL 5 ON THIS DRAWING ANTENNA CABLE TO RF EQUIPMENT (TYP.) 16 AWG UPPER ANTENNA GROUND BAR (AGB), MOUNTED NEAR ANTENNAS 12 AWG INSULATED a STRANDED TINNED COPPER a ° WIRE, BONDED TO GROUND BAR 4 GROUND CONNECTIONS TO CGS E6 SCALE: N.T.5, CABLE TO ANTENNA COAX CABLE GROUNDING CLAMP KIT KIT CABLE TO CELL EQUIPMENT 6 AWG STRANDED COPPER GROUND CONDUCTOR NOTES- 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND IN CABLE. 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 3. 2-1/2" DIA. MAX FOR TX/RX ANTENNA CABLES. r51COAX CABLE GROUND K1T !i) SCALE:N.T.S CARTER & BURGESS, INC. Brookfield Corporate Center 201 Brookfield Parkway Suite 200 Green"lle, S.C. 29607 .. - (864) 329-8500.. S1 AT L-1 PROFESSIONAL ENGINEER i N0. 10558 u-47 D71 pF AUT'y �i CARTER & =_ BURGESS D o� 0�C] �: C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE /IIS��SUES/REVISIONS: 1�A I55UED FOR RENEW 10/01/02 /0 JNITUL ISSUE 16/04/02 SHEET CONTENTS: GROUNDING DETAILS SHEET NUMBER: E6 O 7 F UO 0 N r 0 7W~ LU z 0onJQQO w�YU 0U)) LUa� w QOW J y aa s H F- C J a C&B JOB NUMBER: 350099.061.1 DATE ISSUED: 10/04/02 INITIAL ISSUE /IIS��SUES/REVISIONS: 1�A I55UED FOR RENEW 10/01/02 /0 JNITUL ISSUE 16/04/02 SHEET CONTENTS: GROUNDING DETAILS SHEET NUMBER: E6