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HomeMy WebLinkAboutZ-5115-B MapPROJECT TYPE APPROVED FOR CONSTRUCTION NEW PCS ANTENNAS MOUNTED ON EXISTING 135' MONOPOLE WITH 20' EXTENSION WITH NEW ASSOCIATED UNMANNED COMMUNICATION EQUIPMENT WITHIN EXISTING COMPOUND. +� DIRECTIONS T O SITE PROPERTY OWNER OR REP- RF FROM THE INTERSECTION OF 1-630 AND I-430, TRAVEL SOUTH ON 1-430, 6.35 MILES TO I-130 (EXIT 130). TRAVEL EAST ON 1-130 1.1 MILES TO CONSTRUCTION NETWORK MABELVALE PIKE. EXIT RIGHT AND CIRCLE TO THE RIGHT TO THE FRONTAGE RD. ALONG THE INTERSTATE, AND TURN LEFT, HEADING WEST. TRAVEL APPROXIMATELY .9 MILE TO THE SITE ACCESS BY THE MAILBOX ADDRESSEM.obile ZONING OPERATIONS 11029. T REAL ESTATE OTHER SITE NUMBER VICINITY MAP AR -01003-A SHEET INDEX =� �::. SHT. s TITLE REV. P o N-1 GENERAL NOTES 0 I _ SITE NAME ;!l� } T -i TITLE SHEET 0 ' f ew SBA-REEVES-CULIN-AR0500glIt� ARKANSAS `. - i r. N-2 GENERAL NOTES 0 -T9 rzEial..a ; RED a - Dal £ 7-i.7 ••;r+'„s:. S"� ••�' N-3 GENERAL NOTES 0 ID DOR >.. J I� SITE ADDRESS Es ) C-1 SURVEY (BY OTHERS) 0 r' 11209 1-30 (FRONTAGE RDY% c-2 SITE PLAN ! ' - l..,�f C. ANTENNA &ELEVATION 0 N SITE 91”, LITTLE ROCK, AR 72103--C-4 CONSTRUCTION DET l:OCATION _ ''� �� h' f C-5 EQUIPMENT AYOUTAILS 00 '.7.f�' r � SALINE COUNTY E-1 ELEC/TELCO LAYOUT 0 #' 1 ` - E-911 ADDRESS: SAME AS SITE ADDRESS E-2 ELEC/TELCO WIRING 0 _. • I''.. E-3 GROUNDING LAYOUT 0 a Is'Iahelaale� E,; N E-4 GROUNDING DETAILS 0 _ �__ Ile ( ) ( ) S-1 CABLE TRAY DETAILS W/ 0 �� ` -� ,•" .. � r,� I r BUILDING CODES LATTITUDE: N 34' 39' 44.20554" NAD 83 + 34.66227" WGS 84 i1O 2000 IBC LONGITUDE: W 92' 23' 59.66753" (NAD 83) + (92.39991" WGS 84) STRUCTURAL NOTES I -r Calle ne f` ' 2000 IFC 1996 NEC ELEVATION: 320.59' (NGVD29) i4I gaoder -- --- �.fecsedrTravnanini6l' _ SITE LOCATION PROJECT SUMMARY SITE INFORMATION LANDLORD APPLICANT i JURISDICTION: CITY OF LITTLE ROCK EDWARD A. CULIN T—MOBILE v ' TAX. PARCEL NO.: 45L-048-00-045-00 17616 CRYSTAL VALLEY RD. 12120 COL GLEN ROAD SUITE 1000 yM 1 t , ;;• CODE: SEE ABOVE LITTLE ROCK, AR 72210 LITTLE ROCK AR, 72207 OCCUPANCY: UNMANNED CONTACT NAME: JEFF PETERS CONTACT: ZONING MANAGER 4' �*— 29: `''� ZONING: 1-2 INDUSTRIAL PHONE NO.: (512) 627-7483 kC r' CONSTRUCTION TYPE: 2C j CONSTRUCTION USE: U r N z CONSULTANTS PRIME CONSULTANT ^I� "'' r��,,;.;ISSI0N SURVEYOR } MAX ENGINEERING, LLCA1,�_...,HOPE ENGINEERS !� SITE 9000 SW FREEWAY, SUITE 410 AS Evil .li'4 322 NORTH MARKET STREET !va-+l7 i , TX 77074 LOCATION HOUSTON�I: ti J�yE4{y] BENTON, AR 72015 CONTACT: HAK FONG MA hJ�I�rJT� F'L' I'y — CONTACT: LISA TAYLOR DATED . -Gy PHONE: (713) 776-0629 PHONE: (501) 315-0786 r FAX: (713) 776-9599 B Y• FAX:— (501) -315-0700_ - ©ArE:1L( -r F . 0 OCT (� 2i, 2 �� � UTILITIES ��__ ARKANSAS ONE CALL TELEPHONE POWER CONTRACTOR TO CALL 48 SOUTHWESTERN BELL TELEPHONE ENTERGY HOURS BEFORE DIGGING! #1 SHACKLEFORD 900 S. LOUISANA ti LITTLE ROCK, ARKANSAS PHONE: (800)482-8998 LITTLE ROCK, ARKANSAS i3[t�orr'ug� CONTRACTOR RESPONSIBLE FOR 1-800-270-3850 PHONE: (501) 372-3900 f: I DAMAGE OF EXISTING UTILITIES PEDESTAL# 1016 f DURING CONSTRUCTION f REVISIONS BY 0 O QO CONST. JADREVIEW U rn ,� a 0 0 Lo Mm L,J m = -CC Mzza () ^m W a m r r W zm 3 x r w ccZ W y o x 0 2 d Li 0 DRAMT! BY: CHrC m IT: VD Hm Dnn 1OJ03 02 PLOT SCALE 1:1 BMYHHG HAVE 0—TI.dwg SHEET No. T-1 rn ,� 0 0 Lo Mm L,J CD -- r" Q c 0I - = -CC Mzza () � U x W Otn OO J 1 Lu I Q � J Q N %o T DRAMT! BY: CHrC m IT: VD Hm Dnn 1OJ03 02 PLOT SCALE 1:1 BMYHHG HAVE 0—TI.dwg SHEET No. T-1 E 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 ADD'L DETAILS. 1.4 STORAGE 1.6 CHANGE ORDER PROCEDURE A. CHANGE ORDERS MAY BE INITIATED BY THE OWNER ANO/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 LOCA[.,. STATE AND FEDERAL REGULATIONS. THESE SWILL INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION OF THE FOLLOWING: 1. MIST EIA - 222 - F 2. BUI ING OFFICIALS AND CODE ADMINISTRATORS (BOCA) 1996 3. NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 1999 ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY 4. UNDERWRITER LABORATORIES APPROVED ELECTRICAL FASHION AND IN A MANNER THAT DOES NOT NECESSARILY PRODUCTS OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION METHOD MUST MEET ALL RECOMMENDATIONS OF THE SPECIFICATIONS (AISC) ASSOCIATED MANUFACTURER. 6. LIFE SAFETY CODE NFPA - 101-2000 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/CEILING. 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACEN SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 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 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 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 COVERAGE 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 ARKANSAS 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 SPECIFIWON 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. E. ASTM -A653 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS. 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 GAUGE (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 3 INCHES 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 CUPS 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. 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 LIMITED TO TIE CUPS, BAND CLIPS 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 PART 3 EXECUTION 3.1 INSPECTION: EXCAVATE POST HOLES PER CONSTRUGHON DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. 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. REVISIONS BY QO CONST, AD © REVIEW AD a a s a � � m m m oro m W rn ^om m �6 a m i Z3 n m w H m r LL � m o [Zz] x 'o r 0 2 a LL 0 W � cn V) O In W �Mo W r. 0 Q Q a n Z O Z O a C:) U Iwi Y w W Mw W Q� I Jj Q N J o� N DRAWN aY: AD CHECKED RT: 1:1 DRAWING NAPE 0-Nl.dwg SHEET No. 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 COND111ONS 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.). 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 "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 SUNUGHT RESISTANT SCHEDULE BO 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. CIFAN 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 WAS 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 H€CH STRENGTH STEEL D. ABOVE GRADE CONNECTIONS SHALL BE BURNDY HYGROUND COMPRESSION. BELOW GRADE CONNEC11ONS 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. COAXAL 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 (SAGS) 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. R SHALL BE ATTACHED TO THE CABLE ON STRAIGHT RUNS (NOT WITHIN BENDS) AND BE WEATHER PROOFED PER THE MANUFACTURES SPECIFICAlns, THE SURGE ARRESTORS SHALL BE GROUNDED TO THE GROUND BAR. THE SAGS 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. 211 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 12 AWG CONDUCTOR CONNECTED TO THE NEAREST BUILDING STEEL OR THE AGB INSTALLED AT THE MOUNT. ALL BUSS BARS, BOTH MGB AND AGE(S), SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR DESIGNATED GROUNDING SYSTEM, A 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. 213 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: REVISIONS BY 0 Q CONST. AD DA REVIEW AD U THE OUTSIDE GROUND RING SHALL BE TESTED AFTER INSTALLATION BUT 2.5 PERIMETER FENCE GROUNDING: PRIOR TO BACKFILLING THE GROUND RING TRENCH. THE GROUND FIELD Z A. CORNER FENCE GROUNDING RESISTANCE SHALL MEASURE 5 OHMS OR LESS TO GROUND. RESULTS > m m B ALL FENCE CORNER AND END POSTS (MINIMUM OF TWO) SHALL OF THIS TEST SHALL BE BROUGHT TO THE PROJECT MANAGER. THE RESISTANCE TO GROUND SHALL BE MEASURED USING THE FALL POTENTIAL HAVE ONE 12 SOLID TINNED COPPER GROUND WIRE. METHOD. LL CO THESE POSTS SHALL BE CONNECTED TO THE GROUND RING ai m o WITH A #2 SOLID TINNED COPPER GROUND WIRE AND 0 2 d LL 0 0 m INTERMEDIATE GROUND RODS IF THE DISTANCE FROM THE POST 2.15 HIGH RISE BUILDING: TO THE GROUND RING EXCEEDS 8 FEET. IN NO CASE SHALL ANY PORTION OF THE SAME FENCE REMAIN DISCONNECTED FROM THE GROUND RING. A. HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN GROUNDING. A FACILITY INVESTIGATION SHOULD BE MADE INTO C. GATE POSTS THE STRUCTURE OF THE BUILDING, AND AS TO THE POSSIBLE D. GATE POSTS SHALL BE GROUNDED TO EACH OTHER TO ENSURE THE PRESENCE OF AN EXISTING LIGHTNING PROTECTION SYSTEM. IF ENTIRE FENCE HAS ELECTRICAL CONTINUITY. CONNECTIONS SHALL ONE IS IN PLACE, IT WILL BE NECESSARY TO CONNECT THE BE DRILL AND TAP WITH BURNDY TYPE KC22 TO THE POST WITH ANTENNA SYSTEM TO THE TO THE LIGHTENING PROTECTION SYSTEM, A #2 AWG BARE SOLID TINNED COPPER WIRE. WITH A TEST TO THE SYSTEM AFTER INSTALLATION TO ENSURE E. GATES THAT IT HAS NOT CAUSED THE SYSTEM TO EXCEED 5 OHMS. F. GATES SHALL BE BONDED TO GATE POSTS WITH A 18" BRAIDED STRAP TYPE BO18G92. THE CONNECTIONS SHALL BE BURNDY 2 B. STRUCTURAL STEEL BUILDINGS. IF THE BUILDING IS BUILT HOLE LUGS (3/8" HOLES, 1" CENTER TO CENTER) BOLTED OF STRUCTURAL STEEL, IT MAY BE POSSIBLE TO GROUND THE THROUGH EACH POST. ANTENNAS TO THE BUILDING SITE. IT IS PREFERABLE TO GROUND 2.6 GENERATOR FUEL TANK GROUNDING: THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTION, BY USE OF SEPARATE DOWN LEADS OF 250 MCM COMING FROM GROUND THE GENERATOR FUEL TANK, IF REQUIRED, SHALL BE CONNECTED IN AT BUSS BARS TO CONNECT THE GROUND INPUT, AND RUN DOWN A VERTICAL LEAST ONE PLACE TO THE MAIN EXTERIOR GROUND RING. #2 AWG BARE SHAFT TO A PATTERN OF NO LESS THAN FOUR GROUND RODS. WHERE PRACTICAL. THE BUILDING STEEL SHOULD BE SOLID TINNED COPPER WIRE SHALL BE BURNDY CONNECTED TO ONE SUPPORT LEG OF THE FUEL TANK AND CAD WELD TO THE NEAREST BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE EXTERIOR GROUND RING GROUND ROD. GROUND ROD FIELD. C. STRUCTURAL CONCRETE BUILDINGS ARE MORE DIFFICULT TO 2.7 EQUIPMENT ROOM GROUNDING: GROUND PROPERLY. THE ANTENNAS SHOULD BE GROUNDED TO A SEPARATE BUSS BAR AND DOWN LEAD WHERE THE COAXIAL THE MASTER GROUND BAR (MGB) SHALL SERVE AS THE COLLECTION POINT CABLES ENTER THE BUILDING. THE DOWN LEAD SHOULD BE FOR THE BTS AS WELL AS ALL INTERIOR NON -ELECTRICAL GROUNDED PROTECTED IN PVC CONDUIT AND SHOULD BE INSTALLED FAR METAL MATERIALS; CABLE TRAYS, ALARM JUNCTION BOX, ETC., SHALL BE TE APART AS PRACTICAL FROM EACH OTHER THE SEPARATE BE GROUNDED WITH AWG STRANDED (GREEN) GROUND WIRES #6 ( DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL S WITH INDIVIDUAL RUNS BACK TO THE MGB. CONNECTION WITH THE FIRST C r S 2.8 NOT USED.ARKA% 2.9 SERVICE GROUNDING CONNECTIONS �1 f THE NEUTRAL CONDUCTOR OF THE ELECTRIC SERVICE SHALL BE GROUNDED �� E aS • �`-`_ 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 No. S97 LUG BOLTED / SCREWED MECHANICAL CONNECTIONS WITH STAR LOCK J{f �1•a€ WASHERS AND CONDUCTIVE LUBRICANT. ALL BRIDGE SPLICES SHALL HAVE JUMPERS OF #2 STRANDED INSULATED GREEN WIRE. L i1 r REVISIONS BY 0 Q CONST. AD DA REVIEW AD U a m m co �mo� Z f>~ > m m W 3 X LL CO W ai m o X O L W 0 2 d LL 0 0 m � W `O w o O 0 0 0 n Z C: J O a Q V �N4 C) t;/7 U W I LaM � J WQLLJ _j Q N N DRAWN BY: AD CHECKED BY: VD HM DATE 10/03/02 PLDT SCALE 1:1 DRAWING NAME 0-N2.dwg SHEEP No. 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 ARKANSAS 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 REOUIRED 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 CUURSE, 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. � 1:dFrol A I c 4. AISC AMERICAN INR Ofi CONSTRUCTION SPECIFICATION FOR OR UC n USING ASTM A325 OR A490 BOLTS{ it e 5. IN ALL CASES, PART 77 0 THE �P,, j AND NITHEAND EVENT OF CONFLICT,�SUpE�� AL STANDARDS OR SPECIFICATIONS. GC f , REVISIONS BY L L Q QO CONST. dAD REVIEiY U a a � `a C7 � m m m omm Z N ti o m W "'gym Q � a W 00 I LLJ M 0: Z �w W Q z o o [] x 'o z LL 0 m � DRAWN BY. AD 1 SHEEP No. N-3 N W Lo i M O 0 p Q Q 0 eq Z Z F- Q J O O Oac C-3 L. Ne Q � O t/) W 00 I LLJ M 0: Z �w W Q W = IJ- N J Q M N DRAWN BY. AD 1 SHEEP No. N-3 PROPERTY BOUNDARY (PARENT TRACT) , 1 L L 1 \ E \ l \ \ \ t \ \ EDGE OF PAVEMENT 1 \ 1 \ 1 \ \ ` 1 1 \ 1 \ 1 \ BILLBOARD tl \ 1 1 \ l \ PROPOSED 15' R4GRE55S/101"55T \\ 1 1 \ EL 320.17 \ 1 CAP ta I 9r 225 s0 FT -. PROPOSED LEASE1 J 2 1.� BOUNDARY I 1 + r -J� I = r SEE ,-=,D' i FOR MORE to s O 10 ,W 1 1 TAIL I1 „{[-CLOG PROPOSED Y UTILITYUTILITYEA561EM PHONE RISER (PARENT TRACY) EL- r ! 1 - PP / I FHD 14 REBAR �4 SEWER PP � IA.wra DR0.UgR PF, - c ns ars, E u s ren Is s ar7x 1260-,8-399-05-0 FND R/W wH J ^ PHONE RISEN plot$ to xo PROPERTY IN)UNDARY u s .rat r SURVEY NOTES 1. ALL 1A7VERtT1l01JN0 tFFR-1T63 WAY NOT NAYS ti CSN 3110'ATL moll, "I"UND FTANRES HAVE IFEEEL lACA7ED AHa ^ f1'IL UHIHRt►IOUIS AVE EINE NAVE BEEN Fuucw BY THEIR RESPEZSIvE MIN HAVE BF7Dl SNOwN. 1-800-482-8998 (PARENT TRACT) uo FND 04 REBAR ■ y tw 11DE iBW EL- 32,.00 Irl s x4.34 r ua n. rx r P.O.C. (LEASE AREA) ' 1 1 \ I P.O.B. (EASE A) 3- BEARINGS SHOWN ARE BASED ON GPS OBSERVATIONS. PROPOSED IS' 4. A000ROMG. TO 7EDERA­ F3i7HTNCY H, TI.1LTItDIS AGOICT FLOOD 1F75VA.WCE µTE FGR. Cfi1061RWiY PAN0. ►05O18S-0021 C: OA1ED 1/OYYWBEN A 1593. THE ^1i INGRESS/EGRESS E43EMENT 1803 E11' is L*ILEI WBHW xONC Wn l5 NOT PROPCFnOCA]' v I BILLBOARD \ 27.71 I 05 PROPERTY BOUNDARY (PARENT TRA PROPERTY BOUNDARY (PARENT TRACT) , 1 L L 1 \ E \ l \ \ \ t \ \ EDGE OF PAVEMENT 1 \ 1 \ 1 \ \ ` 1 1 \ 1 \ 1 \ BILLBOARD tl \ 1 1 \ l \ PROPOSED 15' R4GRE55S/101"55T \\ 1 1 \ EL 320.17 \ 1 CAP ta I 9r 225 s0 FT -. LAS RECORDED IN PU ASKI COUNTY DEED AND MORTGAGE RECORD DOC 79810202) PART OF THE HE U4 SE IASECT70N 4.TOWNSHIP 1 SOLITI4 RANGE 13 WEST. PULASKI COUNTY. ARKANSAS. MORE PARTICULARLY DESCRIBED AS: COLIMENCING AT THE NORTHEAST COINER OF SAID HE U4 SE U4:THENCE SOUTH 37&5 FEET, THENCE WEST 363A FEET TO THE PODFTOFBEGRNNBNQTHENCE CONTINUE WEST 280 FEET, THENCE NORTH 213 FEETTOTHE SOUTH RIGHT OF WAY LINEOF US- INTERSTATE HIGHWAY NO A TNENL•MHOITILEhSYERLY&LONO• ■ MOICT OF WAY 270 FEET: YILWCE SANTA IS DEGREES 34 ANNUTES EA5T)Sr9 FEET TO TUE poDrr OF LLWRNBM Sif&)ECT7OA RIGHT OF WAY FOR MEADOW LANE AND AN EASEMENT FOR A SANITARY SEVER ALONG THE SOUTH LINE AND SUBJECT TO A EASFmErfr FOR POWER LINES ALONG THE SOUTH ANDEASTTINES- tvrAREA L4 I s2aF9 1 r Nallj rSlAARV,CID SCE TALL T rlr !� I F I i 1 r 1 f F3(hTNG 6' CFWMUNK 1 ! f of eBAARe D WVRJE 1 I 4-41,PROPOSED 5' UIR11-Y FAfNFM I 1 I ENLARGED SITE PLAN Scale: l"-20' /ARFOF THB NOR7ILEASr()UARTER OF 7H8 SOIFIT,FASTCUA>e TER Op SWnCNL TOWK%' 7SQOTB lA16G F7M'FSF. YULA3IO OOIOTY. ARK.L'NSAi)AORE PARILCU A YDESC4)REDASPOLLOW, CO=KE"C'NO ATTeS NORTI[WCR CDW� OF)ANDS DF-,�dBeD IN i1H"DPD DOLTIMF 216' 0.ryp w711ER BQ7R06EE All'NoEEDSANO J)MTOAGE OF PULASIB COUNTY. AKKAI4A`IHI!tL N8076+: 839.12FRYALONG THE910Rv" LANE OFSAID L.AWWDESCRLOW 01 RECORD DOC[ stem "S 140%1}7NNCE S 14T,29"E 65.Q FEET. THENCSS at-Wsr W 15,90 FUT: RDT•YN RC70a1' W 730 FEET TOTSIE TOOT OF BDGBO+NG THfWXS 01 :FW W 730FEEr: 13UNtE H Fr70Vm W 15A0 FEST, TUnam K 01.NW B L%W FWT,'T,ENCE S F70W" E LSkI FEEL; TFGrF.YE3 Olyvw w 7,5*yWTOTIMPGIHTOF BE0114 N0. CONTAV4Nh 223 5QARB FEEL ALSO AN EASEMENT tOR INGROV901t= AND UTILITY PUR S0'-1AIDE4SE`9`NT BEING 15 FEET WJDELYING 7IO TEETON F.1CII =6 OF THF: FYLLOwOLG OESCIU0ED CFNFFRL DFE EaE1L,F71C,11O Ar IHENOAFH'MW'CORNEItMLANO30EICYLLFAw kBCOR'D DOCUMENT WI 1**SF a 7NE REJCOR03Uf DEEDS ANO LeORTOAGE OF PULASKICOVNTY, AAKANSATl1ENL'EN Ir}W7-E MF2 iFET ALO,100 THE NORn11INE OFSNC WD' DESCRIBED IN RECD110 DOCUMENT x41190510 TO THE POINT GF BEGNHNWQ THENCE 5 16.052r g 63_7 FLET TIMpO ES e1*2TW W LSA* FFXT:THS+CK N a3' I -W 7J0 FEETTG 771E POINT OF TE31FM W Ax H1H OFSMD FAN# KtElFY. 711E SUOE UNOP SAMA `EMENr ARROnWOED TOTEILMIMTE ATTHE EAST LINE OF "AM BDUNDARV AND TILE NMFU UHE OF TNM rAPFNT TINCT - ALSO AN FASWEAT FOR UTITTY PU.teOSE1. SAID PASENI M BEING 1 FEEL WIDE LYING 230 FFt TCN CA, $09 OF Taff FOLLOWwG OMRUBED GEITF7HWE: CON W ENrO+G Ai nu: NGkHl'A'ES7 CORf:ER GF L.IN W aESCRPED IN 11ECgPD DDLURIEl:r acs 100531 w nlE RM[ORDS Orirtiys AND �,DAT4AOE Oi PUtA.STA COON*v- A1lKANSAS. n1ExrM td N r9 W E NJ I FE" ALONG B70711E NCRT1l uN2OF GND w`'06 O0CEO 1M RECORD DOLVMGr754114RM TFIENCE S 18.0524" EUA: FEF=: rKC,1E S w2VSC W I SAO fffi7: TI IENCE N TSryobl' W "% FP{T: nteNCE S ut2779' w i_AOiEEi: n1E7CE H""W W ux FELT TOTKC MIX T'OF BEGU:MNOmuNce Son rlr W 1Jp YEEY TO THE MINT Of WF IIKA DON OT SAG7 EASEYIOr. 2 1" PROPOSED LEASE1 J BOUNDARY I 1 + r -J� I = r SEE ,-=,D' i FOR MORE to s O 10 1 1 TAIL I1 „{[-CLOG PROPOSED Y UTILITYUTILITYEA561EM PHONE RISER (PARENT TRACY) EL- r ! 1 I PP / I /r PR 1926 SEWER PP - PF, SEWER 1260-,8-399-05-0 wH J ^ PHONE RISEN plot$ PP L SURVEY NOTES 1. ALL 1A7VERtT1l01JN0 tFFR-1T63 WAY NOT NAYS ti CSN 3110'ATL moll, "I"UND FTANRES HAVE IFEEEL lACA7ED AHa ^ f1'IL UHIHRt►IOUIS AVE EINE NAVE BEEN Fuucw BY THEIR RESPEZSIvE MIN HAVE BF7Dl SNOwN. 1-800-482-8998 w. 1N TOP IF ANCHCRORIN BOLT ON N OF TowER vARCN 2_ 7N15 Sr11PKY ' L NOT BE COHSTRV D AS A FULL BOUNDARY SURVEY OF THE "ARKANSAS 11DE iBW EL- 32,.00 PARENT TRACT. ONE CALL" 3- BEARINGS SHOWN ARE BASED ON GPS OBSERVATIONS. 4. A000ROMG. TO 7EDERA­ F3i7HTNCY H, TI.1LTItDIS AGOICT FLOOD 1F75VA.WCE µTE FGR. Cfi1061RWiY PAN0. ►05O18S-0021 C: OA1ED 1/OYYWBEN A 1593. THE ^1i 1803 E11' is L*ILEI WBHW xONC Wn l5 NOT PROPCFnOCA]' ,KIN�W TLrTIR - SITE PLAN Scale: 1/2'-40' LEGAL DESCRIPTION: LEGAL DESCRIPTION: LEGAL DESCRIPTION: pARLTfN C,,AcT/ m-mG LEASE SICE DEscRtmoN_ PROPOSED LEASE SITE DESCRIPTION: LAS RECORDED IN PU ASKI COUNTY DEED AND MORTGAGE RECORD DOC 79810202) PART OF THE HE U4 SE IASECT70N 4.TOWNSHIP 1 SOLITI4 RANGE 13 WEST. PULASKI COUNTY. ARKANSAS. MORE PARTICULARLY DESCRIBED AS: COLIMENCING AT THE NORTHEAST COINER OF SAID HE U4 SE U4:THENCE SOUTH 37&5 FEET, THENCE WEST 363A FEET TO THE PODFTOFBEGRNNBNQTHENCE CONTINUE WEST 280 FEET, THENCE NORTH 213 FEETTOTHE SOUTH RIGHT OF WAY LINEOF US- INTERSTATE HIGHWAY NO A TNENL•MHOITILEhSYERLY&LONO• ■ MOICT OF WAY 270 FEET: YILWCE SANTA IS DEGREES 34 ANNUTES EA5T)Sr9 FEET TO TUE poDrr OF LLWRNBM Sif&)ECT7OA RIGHT OF WAY FOR MEADOW LANE AND AN EASEMENT FOR A SANITARY SEVER ALONG THE SOUTH LINE AND SUBJECT TO A EASFmErfr FOR POWER LINES ALONG THE SOUTH ANDEASTTINES- tvrAREA L4 I s2aF9 1 r Nallj rSlAARV,CID SCE TALL T rlr !� I F I i 1 r 1 f F3(hTNG 6' CFWMUNK 1 ! f of eBAARe D WVRJE 1 I 4-41,PROPOSED 5' UIR11-Y FAfNFM I 1 I ENLARGED SITE PLAN Scale: l"-20' /ARFOF THB NOR7ILEASr()UARTER OF 7H8 SOIFIT,FASTCUA>e TER Op SWnCNL TOWK%' 7SQOTB lA16G F7M'FSF. YULA3IO OOIOTY. ARK.L'NSAi)AORE PARILCU A YDESC4)REDASPOLLOW, CO=KE"C'NO ATTeS NORTI[WCR CDW� OF)ANDS DF-,�dBeD IN i1H"DPD DOLTIMF 216' 0.ryp w711ER BQ7R06EE All'NoEEDSANO J)MTOAGE OF PULASIB COUNTY. AKKAI4A`IHI!tL N8076+: 839.12FRYALONG THE910Rv" LANE OFSAID L.AWWDESCRLOW 01 RECORD DOC[ stem "S 140%1}7NNCE S 14T,29"E 65.Q FEET. THENCSS at-Wsr W 15,90 FUT: RDT•YN RC70a1' W 730 FEET TOTSIE TOOT OF BDGBO+NG THfWXS 01 :FW W 730FEEr: 13UNtE H Fr70Vm W 15A0 FEST, TUnam K 01.NW B L%W FWT,'T,ENCE S F70W" E LSkI FEEL; TFGrF.YE3 Olyvw w 7,5*yWTOTIMPGIHTOF BE0114 N0. CONTAV4Nh 223 5QARB FEEL ALSO AN EASEMENT tOR INGROV901t= AND UTILITY PUR S0'-1AIDE4SE`9`NT BEING 15 FEET WJDELYING 7IO TEETON F.1CII =6 OF THF: FYLLOwOLG OESCIU0ED CFNFFRL DFE EaE1L,F71C,11O Ar IHENOAFH'MW'CORNEItMLANO30EICYLLFAw kBCOR'D DOCUMENT WI 1**SF a 7NE REJCOR03Uf DEEDS ANO LeORTOAGE OF PULASKICOVNTY, AAKANSATl1ENL'EN Ir}W7-E MF2 iFET ALO,100 THE NORn11INE OFSNC WD' DESCRIBED IN RECD110 DOCUMENT x41190510 TO THE POINT GF BEGNHNWQ THENCE 5 16.052r g 63_7 FLET TIMpO ES e1*2TW W LSA* FFXT:THS+CK N a3' I -W 7J0 FEETTG 771E POINT OF TE31FM W Ax H1H OFSMD FAN# KtElFY. 711E SUOE UNOP SAMA `EMENr ARROnWOED TOTEILMIMTE ATTHE EAST LINE OF "AM BDUNDARV AND TILE NMFU UHE OF TNM rAPFNT TINCT - ALSO AN FASWEAT FOR UTITTY PU.teOSE1. SAID PASENI M BEING 1 FEEL WIDE LYING 230 FFt TCN CA, $09 OF Taff FOLLOWwG OMRUBED GEITF7HWE: CON W ENrO+G Ai nu: NGkHl'A'ES7 CORf:ER GF L.IN W aESCRPED IN 11ECgPD DDLURIEl:r acs 100531 w nlE RM[ORDS Orirtiys AND �,DAT4AOE Oi PUtA.STA COON*v- A1lKANSAS. n1ExrM td N r9 W E NJ I FE" ALONG B70711E NCRT1l uN2OF GND w`'06 O0CEO 1M RECORD DOLVMGr754114RM TFIENCE S 18.0524" EUA: FEF=: rKC,1E S w2VSC W I SAO fffi7: TI IENCE N TSryobl' W "% FP{T: nteNCE S ut2779' w i_AOiEEi: n1E7CE H""W W ux FELT TOTKC MIX T'OF BEGU:MNOmuNce Son rlr W 1Jp YEEY TO THE MINT Of WF IIKA DON OT SAG7 EASEYIOr. 2 1" i to s O 10 PROJECT INFORMATION SITE NAME SBA REEVES-CULEN SITE NUMBER: AR -01003A SITE ADDRESS: 112M NTEFSTATE 90 NORTH LRTLE ROCK. ARKANSAS OWNER NAME - DATUM: WGS-1984DATUM: NAD -83 NORTH LAT: 37'39.4422" 34'39'44.183.13' NORTH LAT rUDE WEST LONG: 82'2=.7- 92'23'59.67810- WEST LONGITUDE 320-ZT (GROUND) NGVD 1929 NOTE LATRUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM OF 1483(HAD 04 ELEVATIONS ONS AIF IBASED � ON THE NATIONAL GEODET)C VERTICAL DATUM O I HEREBY CERTIFI' TO T4AO9ILE WIRI`I SS, TRATTNE LATTTUDF, LORGRUDE Ali0 ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN ACTUAL SURVEY PEF,FORME0 ON THE GROUND BY ME OR BY OTHETu UNDER MY DIRECT SUPER HSTON AND THAT THE SAMEARE W FTILIN THE FOLL[7W7EIG F.C.0-Y�" TOLERANCES: Hr3F'Ox.AL- PLUS OR MINUS SO FEET: VERTICAL- PLUS OR IMHUS 20 FEET. TEMPONARY BENCH MAID( BENCH MARK IS A -x" IN TOP OF ANCHOR BOLT ON NORTH SIDE OF MONOPOLE TOWER BASE 13 321-D8 SITE UTILITIES L TELEPHONE SOUTHWESTERN BELL TELEPHONE III SHACKLEFORD LITTLE ROCK ARKANSAS 1-800-270-3850 2 ELECTRIC------EIi1'FRGY SM S. LOUISIANA LITTLE ROCK, ARKANSAS (501) 371-3900 157.19' LEGEND TOP OF UCF NG ROD EL 477 06 � rL •!� Or i._ 151.50' OPP POWER POLE ■ TELEPHONEFi1SEN E GUYANCHOR 94 WATER VALVE RRE FIYDRANT ® IRON ROD SET FOUNDMONUMEHI TBI& BENCH MARK -- LTILFTY EAS"EN -- POWER LINE •-� FENCE LINE -� LEASE AREA A COMPUTED POINT ELEVATION VIEW OF TOWER VICINITY MAP THIS SITE SITE DIRECTIONS 14923' 154.63' FR" THE w?ICfION OF IWMIATE 530 AND INTERSTATE ,M. TRAVEL SDUTH ON INTERSTATE 430 6,35 }FILES TO INTERSIATL 30 IET(1T ILO). TRAVEL EAST ON OiFEWATE 30 1.1 UTILES TO 1:A0ELVALE PIKE. EXIT RIGHT AND CIRW TO THE RIGHT TD THE FRONTAGE ROAD. ALOHC THE 1HTERSTATE. AND TURN LEFT OHEITEACCEBY THE: ADDWSSEV 11209. REVISIONS I BY M O Z N LAS (� J Q Zr�i W LL, ►� V F``— Q O I O N W Ck: W Y c) (n I wLLj OryV Q fV N LL Q Ld M J J DRAWN Br: 3L MCNEICE By aff-k><i ng my seat and signature, F Douglas C- Shambargtr, PLS 140. 1388. hereby certify that ROT Su'a this drawing Mn Uy dWkCls a wrvey t"DeM under my wpCrvi ton- I-2 RIUVNNG NANL NOTE: This survey was based on legal descriptions and title work,umished by others and does REEVES--CULLEII not represent a title search SHCET Ne- DOU S C- SHAM13ARGER PLS713W PRO.IECT NUMBER: 021386 ` — i(E) BILLBOARD I x I x I i (P) 15' x 15' T -MOBILE X LEASE AREA x (P) T -MOBILE I S_I CABLE BRIDGE x 1 (E) 151'-6" I-3 MONOPOLE WITH 15' EXTENSION I(E) BACKBOARD— I (E) 6' HIGH-' CHAIN LINK i FENCE I IROPERTY BOUNDARY (PARENT TRACT) I x x (N) 15' INGRESS/EGRESS AND UTILTY ROUTE (P) T -MOBILE CITYTALK 1 2 CABINET ON (N) 10' x 15' C-5 5-1 CONCRETE PAD (P) PPC & TELCO RACK W/ ELEC. METER I mI ICE X--xj r r rrl ! CARRIER CONCR E PAD W/ EQUIPMENT r v I (N) UNDERGROUND POWER I ROUTE WITH (N) 1-2" I I I CONDUIT FROM (E) POWER 1 r POLE TO (N) UTILITY FRAME. r APPROX. 124'± TO SITE i 15=5j (N) UNDERGROUND TELCO ROUTE I WITH (N) 2-2" CONDUIT FROM (E) TELCO PEDESTAL TO (N) UTILITY f I ! FRAME APPROX. 125'± rI 1 (N) PROPOSED 5'-0" v�r ! UTILITY ROUTE I! 5._0.. I j p+v I 1 r Lx I I X x x (E) POWERHEAD x x x x X—x— _ PROPERTY BOUNDARY—oHP`loHP oHP oHP--OHP— HP--aHP-- x — (PARENT TRACT) OHP�OHp� OHP— �` �OHp` OHP` Q (E) POWER POLE (E) TELCO —OHpPEDESTAL #1016 OHP ` . OHP ` OHP ` (E) SEWER GRAPHIC SCALE UAN HniF e C + S t6 32 ( IN FEET 1/16 in. = 1 It. POWER (E) SEIA FENCED COMPOUND 7"± TO NEAREST PROP, ENE FROM (E) FENCE UNE au(a)INc 9�jl-5 AST CA'r n ARI ANS S � PRtJi:7a;.,r� �r. Nri. S97, i X—X--x—x_x_x--x— OHP--OHP —OHP— —OHP— OHP--X—X-�X—X—X—X� —OHP— — OHP — — OHP — — OHP — — OF 1 SITE PLAN MEADOW LANE— C-2 SCALE: 1/16" = 1'-O" - REVISIONS BY a Q N 0 {I{ I C 6 j m UEx QO CONST. AD �A REVMW AD v (7] ^ a Q N Z p m m � 0 ^ C 6 j m UEx Y u-Ld z I w M � or x d t+ p x a ti o 0 m (7] ^ � t] MO CD � W Z<5 Z P4 J MZZa UEx Y u-Ld I w M � or I o� Q 04 J L0 r I z z a J m O 1 0 z U 0 z z 0 Ln w w a FL LL O IL 0 to W O a 4 (N) 2 LMU ANTENNA. - EACH W/ 7/8" FOAM '° CABLE n O a O z O 0 0 a O z z Lu a ro (9(N) CAB[ 5--1 BRIDGE (N) T -MOBILE C -s cm'TALK EouIPMENr S (N) PPC AND E-4 TELCO RACK W/ METER HEAD (N) GPS WITH 7/8" FOAM CABLE, 12' ABOVE GROUND (E) FENC_ ANTENNAS � ® 166-6" 2 3 PANEL ANTENNA MOUNTING c-3 (2+1 FUTURE ANTENNAS PER SECTOR) AZIMUTH 0' ® 166'-6' RAD CENTER AZIMUTH 120' 0 166'-6" RAD CENTER AZIMUTH 240' 0 166'-6" RAD CENTER (E) ANTENNAS AND TOP OF MONOPOLE ® 151'-6" (E) 151'-6" MONOPOLE WITH 15' PIPE EXTENSION lftlyS Ar-"'QO r ' Il ARKANSAS 4 REGISTERED ; ti PRGFESSICCI'3,r--,' 521 P D CONCREfE��" (E) MONOPOLE FOUNDATION TOWER ELEVATION C-3 N.T.S. No. 5971 ov pOWNT1LT ASSEMBLY ANTENNA PIPE REQUIRED FOR ALL PANEL TYPE ANTENNAS TNA/LNA COMBINER (OUTLETS TO FACE DOWN -VERTICAL) #6 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTER) No. 6 STANDARD COAX MARK ANTENNA ARE DESIGNED TO MEET ANALYSIS AND DESIGN OF TOWER ANTENNA MOUNTING GROUND WIRE TOto LOCAL BUILDING CODES AND FOUNDATION BY OTHERS. REFER RRfi5-19-OODP AND ANSI/TIA/EIA-222-F TO APPROPRIATE SHEETS FOR MORE INFORMATION. HOLE LUGS EA. END) STRUCTURAL STANDARDS FOR STEEL NO ERECTION OR MODIFICATION OF TOWER 0' 166'-6' 190' ANTENNA SUPPORTING STRUCTURES. AND FOUNDATION SHALL BE MADE WITHOUT ANDREWS BUTTERFLY rNOTE: 0• THE DESIGN WIND SPEED IS APPROVAL OF STRUCTURAL ENGINEER (2) - 1-5/8' 0 -19-OODP 90 MPH (3 SECOND GUST SPEED) I z z a J m O 1 0 z U 0 z z 0 Ln w w a FL LL O IL 0 to W O a 4 (N) 2 LMU ANTENNA. - EACH W/ 7/8" FOAM '° CABLE n O a O z O 0 0 a O z z Lu a ro (9(N) CAB[ 5--1 BRIDGE (N) T -MOBILE C -s cm'TALK EouIPMENr S (N) PPC AND E-4 TELCO RACK W/ METER HEAD (N) GPS WITH 7/8" FOAM CABLE, 12' ABOVE GROUND (E) FENC_ ANTENNAS � ® 166-6" 2 3 PANEL ANTENNA MOUNTING c-3 (2+1 FUTURE ANTENNAS PER SECTOR) AZIMUTH 0' ® 166'-6' RAD CENTER AZIMUTH 120' 0 166'-6" RAD CENTER AZIMUTH 240' 0 166'-6" RAD CENTER (E) ANTENNAS AND TOP OF MONOPOLE ® 151'-6" (E) 151'-6" MONOPOLE WITH 15' PIPE EXTENSION lftlyS Ar-"'QO r ' Il ARKANSAS 4 REGISTERED ; ti PRGFESSICCI'3,r--,' 521 P D CONCREfE��" (E) MONOPOLE FOUNDATION TOWER ELEVATION C-3 N.T.S. No. 5971 ov pOWNT1LT ASSEMBLY ANTENNA PIPE REQUIRED FOR ALL PANEL TYPE ANTENNAS TNA/LNA COMBINER (OUTLETS TO FACE DOWN -VERTICAL) #6 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTER) No. 6 STANDARD COAX MARK GREEN INSULATED AZIMUTH RAD CENTER GROUND WIRE TOto COAXIAL CABLE UPPER ANTENNA RRfi5-19-OODP GROUND BAR (2 166'-6" HOLE LUGS EA. END) (2) - 1-5/8' 0 JUMPERS TO BE 0' 166'-6' 190' SECURED WITH 1/2" A-3 ANDREWS BUTTERFLY rNOTE: 0• HANGERS W/ 1" STANDOFFS 190' (2) - 1-5/8' 0 -19-OODP 0' 166'-6' 190' (2) - 1-5/8' 0 1/2' FOAM COAX JUMPERNNA RR65-19-OODP (MAX LENGTH 6') 186'-6' TRANSMISSION LL DOWN TILT, LINES TO BTS ��S AND LNA'S (2) - 1-5/6' tl VERIFIED BY RF RR65-19-OODP SITE DATA SHEET. SEE 166'-6' PROJECT MANAGER 6" FOR INFORMATION. BIPOLAR PANEL ANTENNA 2 AND LNA MOUNTING DETAIL C--3 SCALE: N.T.S. COAX CABLE IDENTIFICATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, PER THE FOLLOWING INSTRUCTION: LOCATION: MARKINGS SHALL BE MADE USING COLOR TAPE W/3" OF COVERAGE AFFIXED AT THREE PLACES ON THE COAX CABLE RUN AS FOLLOWS: 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 BEfA SECTOR - YELLOW GAMMA SECTOR - BLUE (FIVE RED) (SIX RED) (ONE RED) (TWO RED) (THREE RED) (FOURRED)RED) LDIVERSITYJ LRJ LMAINJ A-1 * A-3 A-2 (FOUR BLUE) C-2 (THREE BLUE) MAJ (SIX BLUE) * C-3 (FIVE BI FUTURE 0' (TYPICAL) 240' 120' , (ONE YELLOW) 11 YELLOW) LOIVERSITY (FIVE YELLOW) B--3 YELLOW) L FUTURE (TWO BLUE) (THREE YELLOW) C-1 B-2 (ONE BLUE) (FOUR YELLOW) DIVERSIT � L MAIN 18 -LINE (DUAL-POLARfTY) COLOR CODING NOTE: AZIMUTHS SHOWN ARE TYPICAL. SEE RFDS FOR ACTUAL AZIMUTHS. ATYPICAL ANTENNA PLAN C-3 J N.T.S. ANTENNA AND COAXIAL CABLE SCHEDULE COAX MARK ANTENNA AZIMUTH RAD CENTER COAXIAL CABLE LENGTH " COAXIAL CABLE A-1 RRfi5-19-OODP 0' 166'-6" 190' (2) - 1-5/8' 0 A-2 0' 166'-6' 190' (2) - 1-5/8' 0 A-3 RR65-1 9-OODP 0• 166'-6' 190' (2) - 1-5/8' 0 A-4 0' 166'-6' 190' (2) - 1-5/8' 0 B-1 RR65-19-OODP 120' 186'-6' 190' (2) - 1-5/B 0 e -z '-6" tea• 166tsa' (2) - 1-5/6' tl B-3 B-4 RR65-19-OODP 120' 166'-6' 190' (2) - 1-5/8 0 120' 166'-6' 190' (2) - 1-5/8' tl C-1 RR65-19-OODP 240' 166'-6' 190' (2) - 1-5/8 0 C-2 240' 166'-6' 190' (2) - 1-5/8' 0 C-3 RR65-19-000P 240' 166'-6' 190' (2) - 1-5/8' 0 C-4 240' 166'-6' 190' (2) - 1-5/8' 0 TOTAL LENGTH 3240' "" ESTIMATED LENGTH CONTRACTOR TO FIELD VERIFY " FUTURE ANTENNAS ¢ ANTENNA SCHEDULE G-3 REVISIONS BY 0 UO CONST. I AD © RENTER I AD ' rn ,� O LLI � Mo J o o' w aa�^ cJ ZO Q C:) U Q Liu Y Z O Z LLI w w Q H Z C= I o� Q m J FLON 1. SET THE STAKES. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. %X �i 3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT THE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL FLOW (PERSPECTIVE VIEW) SHEET FLOW INSTALLAT10N POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) (:j:)SILT FENCE G-4 N.T.S. THIS SPACE IS LEFT BLANK INTENTIONALLY THIS SPACE IS LEFT BLANK INTENTIONALLY 3/4" CRUSHED LIMESTONE FINE TO 3/4" CRUSHED LIMESTONE (COMPACTED TO 95% 2" 4" STANDARD PROCTOR) r ' -SUBGRADE )MIRAFI FABRIC 50OX (COMPACTED TO 85% STANDARD PROCTOR) OPTIONAL SITE COMPOUND SUBGRADE ITEM PART NO. DESCRIPTION QTY 1 MC-PAI2-B ADJ. AZIMUTH PLATFORM 1 2 MT -21 9-H HARDWARE KIT (CONTAINS ITEMS 3-5) 9 3 MT -217-01 PIPE MPOUNT BRACKET 1 4 GU -B4355 1/2"x3 -5/8"x5" GALV. U -BOLT ASSEMBLY 2 5 GU -B4240 1/2"x2 -1/27x4' GALV. U -BOLT ASSEMBLY 2 6 MT -XXX PIPE (SEE TABLE) X PLATFORM# I PIPE# I DESCRIPTION QTY ti h h -. -v a m�.7 r�nErvnm C-4 N.T.S. REVISIONS BY IL .Z� Q CONST. AD 0 REVIEW AD U a C" a a m UV) J W m a m r Z3 m CS R ti LL p z fY I or w in o r m p = d LL 0 m � DRAWN BY: AD CHECKED 9Y: DATE 10/09/02 PLOT SCALE 1:1 DRAWING NAME 0-C4.dng SHEET NO. C-4 C" Z Ern M o 0 OC W QQ�n UV) J �— C, 0 =) w ODUvU VJ� Mir Z O I W <La J U fY I or Q N J M to DRAWN BY: AD CHECKED 9Y: DATE 10/09/02 PLOT SCALE 1:1 DRAWING NAME 0-C4.dng SHEET NO. C-4 REVISIONS BY Q CONST. AD QA REVIEW AD U O r: �! o a }" W QQ an J ti o m C:D 0 W 3 . A ~ m A n W ONvU M z o w w x oma. `J '6S O 2 d LL o 0 N DRAW" BY: AD 1:1 SHEET W. C-5 O r: O L C Q }" W QQ an J C:D 0 Z OU�Y W ONvU M C _ LL Q W J D rn� d Lv Q N J m N DRAW" BY: AD 1:1 SHEET W. C-5 R ELECTRICAL NOTES 1. ALL WORK IS TO COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (N.E.C.) AND ANY LOCAL ORDINANCES, CODES, AND ALL OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS AND RELATED FEES. 2. ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE UNDERWRITERS LABORATORIES (U.L.) LISTED, NEW, FREE FROM DEFECTS, AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER. 3. ALL WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. CONTRACTOR SHOULD AVOID DAMAGE TO EXISTING UTILITIES WHEREVER POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING RELATED TO ELECTRICAL WORK, AND SHALL RESTORE ALL EXISTING LANDSCAPING, SPRINKLER SYSTEMS, CONDUITS, WIRING, PIPING, ETC. DAMAGED BY THE ELECTRICAL WORK TO MATCH EXISTING CONDITIONS. 4. ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL POWER AND LIGHTING SYSTEMS, TELEPHONE AND COMMUNICATION SYSTEMS, PANEL BOARDS, CONDUIT, CONTROL WIRING, GROUNDING, ETC. AS INDICATED ON ELECTRICAL DRAWINGS AND/OR AS REQUIRED BY GOVERNING CODES. 5. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY EXISTING SITE LOCATIONS AND CONDITIONS AND UTILITY SERVICE REQUIREMENTS OF THE JOB, AND BY REFERENCE TO ENGINEERING AND EQUIPMENT SUPPLIERS DRAWINGS. SHOULD THERE BE ANY QUESTION OR PROBLEM CONCERNING THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH ANY WORK. 6. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY SERVICE PLANNERS AND OBTAIN ALL SERVICE REQUIREMENTS AND INCLUDE COSTS FOR SUCH IN THEIR BID. (P) 15' x 15' SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WITHSTAND T -MOBILE je;'r LEASE AREAx FALLS BELOW THIS LEVEL I xF\\-(E) (E) SBA FENCED CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER COMPOUND -\ SERVICE DISCONNECT x OF THE FOLLOWING: 1) COUNTERPOISE, 7. SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WITHSTAND GROUNDING AND RE -TEST UNTIL GROUND RESISTANCE je;'r RATING EQUAL TO OR EXCEEDING THE MAXIMUM AVAILABLE FAULT FALLS BELOW THIS LEVEL CABINET ON (N) 10' x 1 CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SUPPLEMENTAL GROUND MAY CONSIST OF ONE OR MORE SERVICE DISCONNECT SECONDARY, THE INSULATION SHALL BE FREE FROM ANY SHORT OF THE FOLLOWING: 1) COUNTERPOISE, -Tv T1 CIRCUITS AND GROUNDS. 2) UFER GROUND, 4.42 BTS #1 3) GROUND ROD AND/OR GROUND 8. ALL WIRES SHALL BE STRANDED COPPER WITH THHN/THWN AND WELL IN EXTREMELY ADVERSE SOIL CONDITIONS. 200A DISCONNECT 600 VOLTS INSULATION. ALL GROUND CONDUCTORS TO BE PROPERLY WHERE THE EXISTING BUILDING STEEL DOES NOT PROVIDE 3#3/0, 1#6G -2"C SIZED COPPER. (STRANDED OR SOLID). AN EFFECTIVE GROUND RESISTANCE, 120/240 VAC PPC TELCO PANEL THEN THE CONTRACTOR SHALL PROVIDE A SEPARATE 9. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS GROUND CONDUCTOR FROM ROOF MOUNTED BTS 1.0 SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE, EQUIPMENT LOCATIONS EITHER DOWN THROUGH THE SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE INSIDE OF THE BUILDING OR DOWN THE OUTSIDE OF THE 83.0 HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL. BUILDING, DEPENDING UPON OWNER PREFERENCE. WHERE THE GROUND CONDUCTOR FROM THE ROOF 10. SERVICE CONDUITS SHALL HAVE NO MORE THAN (3) -90' BENDS IN MOUNTED EQUIPMENT IS ROUTED IN CONDUIT, ANY SINGLE RUN. THE CONTRACTOR SHALL PROVIDE PULL BOXES THE CONDUIT SHALL BE EFFECTIVELY GROUNDED TO THE AS NEEDED WHERE CONDUIT REQUIREMENTS EXCEED THESE GROUND CONDUCTOR AT BOTH ENDS OF THE CONDUIT. CONDITIONS. PULL WIRES AND CAPS SHALL BE PROVIDED AT ALL (MONOPOLE INSTALLATIONS): 200 SPARE CONDUITS FOR FUTURE USE. FOR INSTALLATIONS WHERE WOODEN STRUCTURES, TOWERS, CONCRETE SILOS ETC. ARE ENCOUNTERED A 11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND SEPARATE DOWNLEAD SHALL BE PROVIDED FROM THE 3 100 M.P.H. WIND SPEED AND DESIGNED FOR OUTDOOR EXPOSURE. ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES FROM THE COAXIAL CABLES. THE GROUND CONDUCTOR 12. ALL COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE SHALL BE SECURELY FASTENED TO THE EXTERIOR OF A MINIMUM 36" SCH. BO RIGID RADIUS SWEEPS TO EQUIPMENT, PULLBOXES, OUTSIDE STRUCTURES WITH NONMETALLIC GROUND STRAPS MONOPOLE, ETC., UNLESS OTHERWISE NOTED, OR AS REQUIRED EVERY 10 FEET. AGAIN, AS FOR TENANT IMPROVEMENT BY UTILITY COMPANIES. PROJECTS, TEST THE GROUND RESISTANCE FOR MONOPOLE INSTALLATIONS AND PROCEED PER THE ABOVE STEPS. 13. FUSE TYPE SHALL BE BUSSMAN RKI LOW PEAK FUSE (LPU-RK-100). 16. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK 14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH (B PHASE), RED (A PHASE), WHITE (NEUTRAL), AND AS -BUILT DRAWINGS TO THE OWNER. GREEN (GROUND). 5 GENERAL GROUNDING CRITERIA 17. CONTRACTOR TO PROVIDE GUTTER TAP. 1 . 1ST STEP: GROUND TO EXISTING BUILDING STRUCTURAL STEEL AND TO THE EXISTING COLD WATER LINE. (WHERE APPLICABLE) THEN TEST GROUNDING RESISTANCE TO WITHIN 1 TO 5 OHMS OVERALL GROUND RESISTANCE. WHERE THE EFFECTIVE RESISTANCE DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL I\ i X -x \ I � k x I I\ 1 N X 11 PROPERLY BOUNDARY Ix (PARENT TRACT) \ I (E) MONOPOLE) I it i (E) BACKBOARD I xt I ( 6' HIGH Lit X CHAIN LINK I FENCE I trr x I x ~ x t Il x (N) PROPOSED I UTILITY ROUTE It t x I t it I _ r I X x- x- X (E) POWERHEAD POWER (E) POWER POLE �OHP- OHP GRAPHIC SCALE 7 0 5 1a. 20 40 ( IN FEET ) 11n. = 20 It. (P) T -MOBILE CITYTALK CABINET ON (N) 10' x 15' CONCRETE PAD (P) PPC & TELCO RACK W/ ELEC. METER 15'INGRESS/EGRESS AND UTILTY ROUTE (N) UNDERGROUND TELCO ROUTE WITH (N) 2-2" CONDUIT FROM (E) TELCO PEDESTAL TO (N) UTILITY FRAME APPROX. 125'± (E) TELCO PEDESTAL #1016 (E) BULIDIN� OHP- -OHP- X -OHP- -OHP- X- OHP- x�X� -OHP - -nun x_ -----(N) UNDERGROUND POWER ROUTE WITH (N) 1-2" CONDUIT FROM (E) POWER POLE TO (N) UTILITY FRAME. APPROX. 17.4'± 0 SITE 2 ELEG/TELCO AREA E -t SCALE: 1" = 20'-0" 18. CONTRACTOR RESPONSIBLE TO CALL MISS UTILITY 48 HRs. PRIOR TO EXCAVATION OUTSIDE COMPOUND 19. AN APPROVED INDEPENDENT LOCATOR MUST LOCATE (E) UTILITIES WITHIN COMPOUND PRIOR TO EXCAVATION. x #2 SERVI DEMAND FACTOR je;'r 'ZR) T -MOBILE CITYTALK s� t�•r(=� "' ,�t:': CABINET ON (N) 10' x 1 �•- CONMETE PAD SERVICE DISCONNECT I J I I -Tv T1 '' `•• 1IV, BULIDIN PROPERTY 60 1 %Flfl�'%,- (PARENT TRACT)'�•" �� FROM POWER SERVICE #2 SERVI DEMAND FACTOR 4 GANG METER RACK GROUND - 0.57 ELECTRIC METER & MAIN 200 A/2P r SERVICE DISCONNECT I J I I 22 KA AIC (BACK OF PPC) 1.0 F J 4.42 BTS #1 9.0 SQUARE 'D' 1.0 L J 200A DISCONNECT I 9.0 3#3/0, 1#6G -2"C - - ENLARGED VIEW OF � (N) PPC RACK 120/240 VAC PPC TELCO PANEL 200 AMP 1.0 1.0 MAIN 1.0 DEMAND LOAD 60A/2P C 6OA/2P 2OA/1P 15A/1P WEATHER PROOF S UGHT GFI REC. SWITCH 2#12, 1#12G -3/4"C PI TO LIGHT 3#4, 1#8G -2"C Ill TO BTS 2"C, W/PULL WIRE FUTURE BTS BOND NEUTRAL & GROUND BUS IN MAIN SERVICE DISCONNECT ELECTRIC LOAD SUMMARY AREA OF SPACE (164) SF SERVICE VOLTAGE 120/240 V 1¢ \ \ I\ (P) PPC & \ 1 TELCO RACK \ \ \ w/ FI Fr. uFTFR_I I / I 2 I(E) MONOPOLE x (N) UNDERGROUND POWER --,,x If I ROUTE WITHFROM tt CONDUIT FROMM (E)) POWER t� x POLE TO (N) UTILITY FRAME. x IAPPROX. 124± TO SITE t tt �(N) UNDERGROUND TELCO ROUTE xttt WITH (N) 2-2" CONDUIT FROM (E) X7ELCO PEDESTAL TO (N) UTILITY l FRAME APPROX. 125± I t I It I x I t tt I (N) 15'INGRESS/EGRESS AND UTILTY ROUTE (P) 15' x 15' T -MOBILE % LEASE AREA I (P) T -MOBILE CABLE BRIDGE I x I x "�(E) CARRIER I W/ EQUIPMENT x 7(E) x-xXx SBA FENCED�(E) 6' HIGH CHAIN LINK COMPOUND FENCE No GRAPHIC SCALE e 0 4 6 6 $� t ELEC/TELCO SITE PLAN E-1 SCALE: 1/16" = 1'-0" ( IN FEET ) 1/16 in. = 1 rt. REVISIONS BY 0 0 D0 CONST. AD Al REVIEW AD a CONNECTED LOAD KVA AMPS DEMAND FACTOR DEMAND LOAD KVA AMPS LIGHTING 175W HPS 0.57 2.38 1.0 0.57 2.38 RECEPTACLES 1 1.06 4.42 1.0 1.06 4.42 BTS #1 9.0 37.6 1.0 9.0 37.6 BTS /2 9.0 37.6 1.0 9_D 37.6 TELCO PANEL 0.12 1.0 1.0 0.12 1.0 DEMAND LOAD 19.75 83.0 LIGHTING x 0.25 19.75 83.0 TOTAL LOAD TOTAL SERVICE CAP. 200 \ \ I\ (P) PPC & \ 1 TELCO RACK \ \ \ w/ FI Fr. uFTFR_I I / I 2 I(E) MONOPOLE x (N) UNDERGROUND POWER --,,x If I ROUTE WITHFROM tt CONDUIT FROMM (E)) POWER t� x POLE TO (N) UTILITY FRAME. x IAPPROX. 124± TO SITE t tt �(N) UNDERGROUND TELCO ROUTE xttt WITH (N) 2-2" CONDUIT FROM (E) X7ELCO PEDESTAL TO (N) UTILITY l FRAME APPROX. 125± I t I It I x I t tt I (N) 15'INGRESS/EGRESS AND UTILTY ROUTE (P) 15' x 15' T -MOBILE % LEASE AREA I (P) T -MOBILE CABLE BRIDGE I x I x "�(E) CARRIER I W/ EQUIPMENT x 7(E) x-xXx SBA FENCED�(E) 6' HIGH CHAIN LINK COMPOUND FENCE No GRAPHIC SCALE e 0 4 6 6 $� t ELEC/TELCO SITE PLAN E-1 SCALE: 1/16" = 1'-0" ( IN FEET ) 1/16 in. = 1 rt. REVISIONS BY 0 0 D0 CONST. AD Al REVIEW AD a rn a m a o m m � y n o m m m (11 C m A ti J o I "0 N Z M I WLLJ t7 = '= zm o W C, % J Ld 0 w F_ rn O opo 1= LAJ QaQn � I O�Oa O U Y J o I "0 N LJ M I WLLJ N Q ED I J 01 Ld Q C4 J J Ld m r C/') DRAWN BY: AD CHECKED BY: VD m DATE 10/03/02 PLOT 3CAU 1:1 WIND NAVE 0-ES.dwg SHEET H.. E-1 (E) UTILITY POLE NOTES: C" O WEATHER HEAD W/ TRANSFORMER 1.) ALL CONDUIT LENGTH SHALL BE FIELD HORIZONTAL RUNS OF ON LAYOUTS UNDERGROUND CONDUIT W VERIFIED. m 2.) INSTALL IN ACCORDANCE W/ LOCAL om Z & NATIONAL ELECTRICAL CODE. o S m 3.) OVERHEAD ELECTRIC AND TELEPHONE (E) OVERHEAD POWER LINES TO BE INSTALLED BY LOCAL UTILITY. FOR CONTINUATION AND CONNECTION OF OVERHEAD ELECTRIC AND TELEPHONE SERVICE, REFER TO SURVEY. TIE-IN CONNECTION TO BE PERFORMED BY POWER BTS ARY " COMPANY (E) TELCO PEDESTAL. 125' SOUTH OFF MEADOW LN #1016 CONNECTOR " JUMPER 6' LONG CONNECTOR U»Y."y.' (N) 2- 2" DIA TELCO CONDUITS (N) ELEC./TELCO (INCLUDING 1 FUTURE w/ CONDUITS PULL STRINGS & CAPS) (N) 1- 2" DIA ELEC. CONDUIT TYPICAL ELECTRICAL AND TELEPHONE RISER DIAGRAM E-2 N.T.S. NOTE: TYPICAL OF A DUAL POLE EMS ANTENNAS LAYOUT FOR SECTORS A, B. AND C USING 12 LINES (RED)(YELLOW) (BLUE) EXAMPLE SHOWN IS SECTOR ONE. GROUNDED (NEUTRAL) ENTRANCE CONDUCTOR SERVICE ENTRANCE CK OF BACK OF RACEWAY (TOP OR ANTENNA ANTENNA BOTTOM FEED) IF BOLTED HUB OR MALE SELF BONDING HUB CONNECTOR IS USED BOND JUMPER PORT 1 PORT 2 PORT 1 PORT 2/ -"LE IS NOT REQUIRED CONNECTOR (TYPICAL) ' JUMPER �3' LONG rc: JUMPER NEUTRAL LAY IN SLANT SLANT SLANT SLANT 6' LONG LUG SHALL BE LEFT RIGHT LEFT RIGHT INSULATED FROM MALE ENCLOSURE. cONNECrO FER �! CONNECTOR NEUTRAL BUS MALE rFERMALE JUMPER � COLE 3' LONG CO* FERMALE CONNECTOR� MALE CONNECTOR TYPICAL DUAL POLE EMS* ANTENNA LAYOUT DETAIL N.T.S. NOTE: BOND NEUTRAL AND GROUND BUS AT SERVICE DISCONNECT PPC BE A 3R. 175 WATT SQUARE HALOGEN LIGHT WITH MOTION SENSOR T -MOBILE :TRIC METER WEATHER PROOF LIGHT SWITCH GFI RECEPTACLE (UNDER WEATHER PROOF LIGHT SWITCH) DIA. POWER/TELCO CONDUITS TO SITE SUPPORT CABINET CONDUIT THROUGH2 CONCRETE PAD OR STEEL PLATFORM E- 2 1'-6" 1'-6"MIN. 1'-6" (2) TEL f METER SOCKET AND CONDUIT iL MAIN DISCONNECT 18" WIDE TRENCH ENCLOSURE OR AS REQ'D BY POWER / TELEPHONE CO. 200 MAIN SERVICE DISCONNECT TO ELECTRICAL GROUND ROD D BUS �J � oUUW zoo: J -CY NELZ)cc W a SERVICE ENTRANCE GROUNDING E-2 N.T.S. PVC CONDUIT PLUG ,---CONDUIT ABOVE GRADE SCHEDULE 80 PVS co 2' RADIUS MIN I REFER DETAIL j 5/E-2 2 UNDERGROUND CONDUIT STUB -UP E-2 N.T.S. UNEXCAVATED METALLIC WARNING TAPE (2 TYPICAL) ELEC. CONDUIT COMPACTED SAND 95% COMPACTED BACK FILL TO 95$ PROCTOR DENSITY SELECT FILL METAWC WARNING TAPE ( 1 TYP_) )NEXCAVATED :OMPACT TO 95% STD 'ROCTOR DENSITY ELECT FILL :LEC. CONDUIT ;OMPACTED SAND 95% 2) TELCO CONDUITS �' WIDE TRENCH OR AS REQ'D BY POWER / TELEPHONE CO. 5 ELECTRICAL/TELCO TRENCH E-2 N.T.S. 18' ►1f'siiANSAS �j a ROS L:.4i=� 1�AL it Nu. 0971 v P1 T1 'T2 NOTE LABEL EACH END OF CONDUITS: (P) POWER: 1 EA - 2" BAND OF RED TAPE (T1) TELC01: 1 EA - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA - 2" BAND OF ORANGE TAPE e CONDUIT LABELING E-2 N.T.S. REVISIONS BY zl 1� A CONST. AD QA REVIEIP AD a C" O PVC SCHDULE B4-] 2' RADIUS MIN. o SIZE AS SHOWN HORIZONTAL RUNS OF ON LAYOUTS UNDERGROUND CONDUIT W SHALL BE SCHEDULE 40 PVC 2 UNDERGROUND CONDUIT STUB -UP E-2 N.T.S. UNEXCAVATED METALLIC WARNING TAPE (2 TYPICAL) ELEC. CONDUIT COMPACTED SAND 95% COMPACTED BACK FILL TO 95$ PROCTOR DENSITY SELECT FILL METAWC WARNING TAPE ( 1 TYP_) )NEXCAVATED :OMPACT TO 95% STD 'ROCTOR DENSITY ELECT FILL :LEC. CONDUIT ;OMPACTED SAND 95% 2) TELCO CONDUITS �' WIDE TRENCH OR AS REQ'D BY POWER / TELEPHONE CO. 5 ELECTRICAL/TELCO TRENCH E-2 N.T.S. 18' ►1f'siiANSAS �j a ROS L:.4i=� 1�AL it Nu. 0971 v P1 T1 'T2 NOTE LABEL EACH END OF CONDUITS: (P) POWER: 1 EA - 2" BAND OF RED TAPE (T1) TELC01: 1 EA - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA - 2" BAND OF ORANGE TAPE e CONDUIT LABELING E-2 N.T.S. REVISIONS BY zl 1� A CONST. AD QA REVIEIP AD a C" O a o Z m 3 04 W 04 Q Q W > m O I Mat om Z w o S m o x a u- 0 W Is! — 0 C" O Z Lo w O 3 04 W 04 Q Q O F c) C) C=) w O I Mat Ld o � J WV) — DRAWN BY: AD CHECKED B1': Vp/EiSi 9ATL 10/03/02 PLOT SCALE 1:1 DRAWING H&WE 0-E2.dwg SHEET N". E-2 ANTENN, COAXIAL CABLES HARD S GROUNE (N) EQUIPME X 2 GROUND RING } a 5 (N) UTILITY FRAME 1 -1] 1 4 (N) 15'x15' 4 T -MOBILE 5 LEASE AREA n N SURGE ARRESTOR— I 2 gf I GROUND x �f FOR G�OI)NDING I j I x ! CONNECT (N)� I r EQUIPMENT GROUND I RING TO (E) TOWER x GROUND RING (TYP.2) i I I I (N) CABLE TRAY I I x I (E) TOWER GROUND RING I x I (E) CARRIER ! 2 I �—x�-x� I \ I \�✓� TO EQUIPMENT! I (E) GROUNDING TO GROUND BAR I FENCE POST (TYP.) (+ 1 FUTURE), x I I I (E) CHAIN LINK FENCE (N) 10'x15' I I I 1 i! x CONCRETE PAD 1 I � I � ! x 2 ____ __ I 1 �- J LOWER ANTENNA GROUND BAR x E�4 UPPER bd 2 1 ANTENNA GROUND BAR TGGI x 2C3 x I x c� I x I c+ x I TYPICAL GROUNDING PLAN E-3 J N.T.S. CAD WELD CONNECTIONS¢ NO. DESCRIPTION MOLD NO. WELD 1 #2 SOLID TO #2 SOLIDJ PTC-1T1T 65 I TOG D R D GTO-161T 90 AI gNOY CONNECTIONS _ [DETAIL 2 SHEET E-41 NO. DESCRIPTION PART NO. 3 2 SOLID TO FENCE POST YA3CL-2TC38 4 #6 GREEN STRANDED 2 -HOLE COMPRESSION LUG YA3CL-2TC38 5 #2 SOLID TO POST YA3CL-2TC38 6 BRAIDED STRAP BOLTED TO GATE POSTS BD18G92 s CHECK WITH PROJECT MANAGER FOR CONNECTION TYPE IF TABS ARE NOT PRESENT ON MONOPOLE OR TOWER. 'bNb. 057t ,Ie v LEGEND. A CADWELD CONNECTION X 8' x 5/8" COPPER CLAD GROUND ROD (8' MAX SEPARATION, EQUALLY SPACED) ® TEST WELL & GROUND ROD (SEE DETAIL 6/E-4) i BURNDY CONNECTION c #2 AWG TINNED SOLID BARE CU (GROUND RINGS SHALL BE 2'-6" BELOW GRADE) x CHAIN LINK FENCE TO TOWER BASE \-SEE NOTE 4 2 I T r lJ%J^L %anvUiwuM� nLVE_L. vL�.�+1 9-1 E-3 N.T.S NOTES: 1. AT CO -LOCATE SITES CONTRACTOR SHALL TIE TO EXISTING GROUND RINGS AT 2 POINTS ANDREPAIR ANY CUT OR DAMAGE TO GROUND RING. 2. EQUIPMENT GROUND BAR ONLY REQUIRED IF NOT SUPPLIED WITH BTS UNIT. 3. MIDDLE ANTENNA GROUND BAR REQUIRED IF CABLE RUN IS OVER 200'. 4. CONTRACTOR TO PROVIDE PVC CONDUIT SLEEVE FOR GROUND WIRES THROUGH PAD TO GROUND RING, & LOWER TOWER GROUND BAR ONLY. RETE PAD LEGEND 0 HARD SHELL GROUND KIT A CAD WELD CONNECTION a BURNDY CONNECTIONS O SURGE ARRESTOR REVISIONS BY 0 0 Q QO CONST. AD QA REVIEW AD U a p O }LAJ J m z z o m �SO tom z C:) W W a x ti n 3 m n z W 0 Q W J z O 3 m W y O X mi O 2 1 I 0 0 m � DRAWN 9Y: AD CHECKED DY: DAR IO/03/02 PLDT SCALE 1:1 DRAWING NAPE 0-E3.dvg SHEET No. E-3 p O }LAJ J Qn Qa f o a z C:) V Iii Y .. V O N I LMS 0 Q W J rn 0 Q N J (/) DRAWN 9Y: AD CHECKED DY: DAR IO/03/02 PLDT SCALE 1:1 DRAWING NAPE 0-E3.dvg SHEET No. E-3 .!.2T -ES: CADWELD "TYPES' SHOWN ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR HEAT SHRINK SPECIFIC TYPES OF CADWELDS ON GATES ONLY TO BE USED FOR THIS PROJECT. 4� TYPE VBC TYPE PT i TYPE GR TYPE GT TYPE VB (TOWER GROUNDING TAB) 1 CADW_ ELD DETAILS g-4 SCALE: N.T.S. DOWNLEAC CABLE TO LOWER AC TYPE YGIBS TYPE KC TO FLAT SURFACE A TYPE BD18G92 TYPE YA3CL-2TC38 TYPE KC TO PIPE 2 BURNDY DETAILS ABLE CO CABLE TO - E-4 SCALE: N.T.S. LOWER AGB - bAlONO�POL1 NOTES: < LYNCOLE (OR EQUIVALENT) XB -11 OR XB -12 COVER BOX O2 GND. AND ROD CONN. (5 8 -#2 SOL- CAD WELD TYPE GT 4 CONNECTION CAD MOLDGT 161T CAD WELD METAL #90 E-4 GENERAL: a) LOCATE GROUND ROD 2" OFF CENTER TO PROVIDE ADEQUATE WORKING SPACE. b) TOP. OF GROUND TEST WELL TO BE FLUSHED WITH FINISHED SURFACE. �Z TEST WELL DETAIL E-4 SCALE: N.T.S. NOTES: 1. CABLE BRIDGE NOT SHOWN FOR CLARITY. 2. CONTRACTOR TO COORDINATE W/ ANTENNA MANUF. ON ANTENNA & COAXIAL CABLE GROUND BAR SPACING FOR PROPER GROUNDING. SHELL ND KIT (TYP.) 2 ANTENNA ND BAR TED TO R BY ANGLE -OR WITH ATORS COAXIAL CABLES HARD SHELL GROUND KIT (TYP.) LOWER ANTENNA GROUND BAR ON (E) OR (N)OW I/O TOWER) 2 TINNED COPPER ENCASED IN 3/4 SCHED. 40 2 TINNED COPPER ENCASED IN 3/4" SCHED. 40 (TYP. 3 PLACES) 7 TYP. COAXIAL GROUNDING E-4 SCALE: N.T.S. GFI RECEPTACLE 120V. 10— U GROUND LEAD /v { G - USE CONCRETE BOOT (TYP.)_ 175 WATT SQUARE HALOGEN LIGHT W/MOTION SENSOR 6'-0" ,,CT -MOBILE ELEC, METER HEAD GFI RECEPTACLE 120V, 10 WEATHER PROOF PPC LIGHT SWITCH TELCO 175 WATT SQUARE HALOGEN LIGHT W/MOTION SENSOR 5. 200A 240V 10-J PLAN VIEW 1'-8" "U" BOLT UNISTRUT EMERG. GEN. T -MOBILE ELEC. 10" TO VERT. PIPES RECEPTACLE METER HEAD { TO BE ADJUSTED D AS NEEDED PP TELCO TO ACCOMODATE { METER & POSITION BOX (IF USED)-, RISER TO BURNDY CONNECTION v LIGHT TO RACK LEG I 200AMP 240V, 10 TYPICAL m EMERGENCY 3"0 GALVANIZE GENERATOR STEEL PIPE 1¢i • p RECEPTACLE SCH. 4D WEATHER PROOF GROUND LEAD 1 LIGHT SWITCH W/ CADWELD TO GROUND RING L OVERRIDE TYPICAL G C G G vi T-lor-T EQUIPMENT GROUND ��18 FRONT z RING SIDE ELEVATIOi� s UTILITY FRAME _ N CABLES TO JNAS m 1 SHELL ND KIT (TYP.) 2 ANTENNA ND BAR TED TO R BY ANGLE -OR WITH ATORS COAXIAL CABLES HARD SHELL GROUND KIT (TYP.) LOWER ANTENNA GROUND BAR ON (E) OR (N)OW I/O TOWER) 2 TINNED COPPER ENCASED IN 3/4 SCHED. 40 2 TINNED COPPER ENCASED IN 3/4" SCHED. 40 (TYP. 3 PLACES) 7 TYP. COAXIAL GROUNDING E-4 SCALE: N.T.S. GFI RECEPTACLE 120V. 10— U GROUND LEAD /v { G - USE CONCRETE BOOT (TYP.)_ 175 WATT SQUARE HALOGEN LIGHT W/MOTION SENSOR 6'-0" ,,CT -MOBILE ELEC, METER HEAD GFI RECEPTACLE 120V, 10 WEATHER PROOF PPC LIGHT SWITCH TELCO 175 WATT SQUARE HALOGEN LIGHT W/MOTION SENSOR 5. 200A 240V 10-J PLAN VIEW 1'-8" "U" BOLT UNISTRUT EMERG. GEN. T -MOBILE ELEC. 10" TO VERT. PIPES RECEPTACLE METER HEAD { TO BE ADJUSTED D AS NEEDED PP TELCO TO ACCOMODATE { METER & POSITION BOX (IF USED)-, 3/8" GALV. LAG SCREWS GL -50320 goo 3/S" LAG SHIELD 3/g' THREADED a LS -G035 INSULATOR MT -520 12x4x1/4" BUSS 3/8x3/4 SS BOLT BAR GB -0412.01 SB -0306 3/8" SS LOCK a 0085 a WASHER SW-LO3_.. a 14c 8 3/8x3/4 SS BOLT S80306 #2AWGx8' TINNED WIRE LEAD W/THERMOWELD MT -585-T LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") 3/8" GALV LOCK WASHER GW -L03 3/8 GALV NUT GN -03 #2AWGx8' TINNED WIRE LEAD W/THERMOWELD- MT-585-T LEADS SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") 8 o B ❑° Bee ti4oa600BAoo 1 1/4" U -FITTING MT -500 0 SS ANGLE ADAPTOR AA -SL 5 GROUND AND BUSS BARS E-4 SCALE: N.T.S. 4 SURGE ARRESTOR GROUND BAR E-4 SCALE: N.T.S. 23"x2" BUSS BAR MT -C6730.01 3/8x6 1/4' GALV ALL THREAD ROD GD -03625 PPC —200A 240V 10 EMERG. GEN. RECEPTACLE WEATHER PROOF LIGHT SWITCH W/ OVERRIDE GFI RECEPTACLE 120V, 10 �B�p° 66tog°0ge 'ue� ° ° ) 0, .6, 0 0' ARKANSAS ��frt ,ivy i-4 L MAI No. "G71 ia wsry � 1 3�0 1 REVISIONS BY 0 0 OQ CONST. AD QA REVIEW AD U BURNDY CONNECTION v TO RACK LEG I cn o m TYPICAL m 3"0 GALVANIZE w H- co STEEL PIPE 1¢i • p w SCH. 4D x GROUND LEAD 1 � � z CADWELD TO GROUND RING L TYPICAL G C G G f T-lor-T EQUIPMENT GROUND ��18 FRONT k�L LJ A I 0 RING SIDE ELEVATIOi� s UTILITY FRAME E_4 SCALE: N.T.S. 3/8" GALV. LAG SCREWS GL -50320 goo 3/S" LAG SHIELD 3/g' THREADED a LS -G035 INSULATOR MT -520 12x4x1/4" BUSS 3/8x3/4 SS BOLT BAR GB -0412.01 SB -0306 3/8" SS LOCK a 0085 a WASHER SW-LO3_.. a 14c 8 3/8x3/4 SS BOLT S80306 #2AWGx8' TINNED WIRE LEAD W/THERMOWELD MT -585-T LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") 3/8" GALV LOCK WASHER GW -L03 3/8 GALV NUT GN -03 #2AWGx8' TINNED WIRE LEAD W/THERMOWELD- MT-585-T LEADS SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") 8 o B ❑° Bee ti4oa600BAoo 1 1/4" U -FITTING MT -500 0 SS ANGLE ADAPTOR AA -SL 5 GROUND AND BUSS BARS E-4 SCALE: N.T.S. 4 SURGE ARRESTOR GROUND BAR E-4 SCALE: N.T.S. 23"x2" BUSS BAR MT -C6730.01 3/8x6 1/4' GALV ALL THREAD ROD GD -03625 PPC —200A 240V 10 EMERG. GEN. RECEPTACLE WEATHER PROOF LIGHT SWITCH W/ OVERRIDE GFI RECEPTACLE 120V, 10 �B�p° 66tog°0ge 'ue� ° ° ) 0, .6, 0 0' ARKANSAS ��frt ,ivy i-4 L MAI No. "G71 ia wsry � 1 3�0 1 REVISIONS BY 0 0 OQ CONST. AD QA REVIEW AD U a v m cn o m m w H- co C3 1¢i • p w o o x 0 m V) rn -, J o 0 Q opo Ld Q Q C� cV W Z p Q Vjr �]C Z I v C:)M � 0I w Q� O aN o N o■ Q� 10/03/02 VWTScAu 1:1 DPA'WM AM& 0-E4.dwg SHEET No. E-4 I PIPE CAP (TYP. -BOLT (TYP.) ANGLE IRO GRIP STRUT U -BOLT (TYP PIPE COLUMN. MT -C6688 -B TRAPEZE TYP HANGERS BY ANTENNA CONTRACTOR FOR NEW AND PROPOSED ANTENNA CABLES USE PLATE TO CONNECT CABLE BRIDGE LEG TO CONCRETE SLAB SEE DETAIL 3/S-1 GROUND LEAD TO LEG 2'-0" PIPE CAP (TYP.) "ALPHA" B EfA' GAMMA" S' STD 7 IP ( MAX SPACING) is' END VIEW 1 CABLE BRIDGE TRAPEZE ASSEMBLY S-1 N.T.S. STRUCTURAL NOTES HILTI HIT C-100 (OR EQUAL) 1/2"0 W/ 4 1/2" EMBED. MIN. (TYP. 4 PLACES) BOLT AT MIN OF 6" FROM EDGE OF CONCRETE 3"0 STD PIPE q ppwl I l I• 1 x■■7� 1 1 TYPtj �_' 3 PLATE DETAIL 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 AND LEAD TAP 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 A 1" MAXIMUM LENGTH ABOVE THE GRIP STRUT COVER. 5. STABILIZER ANGLES ARE TO BE INSTALLED TO SHED WATER. 6. 1/2" THREADED ROD ATTACHES TO CONCRETE PAD BY SCREWING INTO A LEAD TAP ANCHOR PROVIDED BY THE CONTRACTOR. 7. STABILIZER ANGLES ATTACH TO THE CONCRETE PAD BY 2"x2" ANGLE CLIPS ANCHORED WITH 3/8" LAG BOLTS AND SHIELDS. 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 3rd 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, THEN 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 MANUFACTURERS' DIRECTIONS. 4. STRUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX CODES & STANDARDS BETWEEN 5 AND 15 AND A LIQUID LIMIT LESS THAN 40. GRADATION 1. 2000 IBC OF MATERIAL SHALL BE AS FOLLOWS: 2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR NO PARTICLES GREATER THAN 3 INCHES STRUCTURAL CONCRETE, ACI 318-95 PERCENT PASSING NO. 4 SIEVE 40% - 80% 3. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, PERCENT PASSING NO. 40 SIEVE 10% - 50% ACI 302AR-89. PERCENT PASSING NO. 200 SIEVE LESS THAN 20% GENERAL 5. STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS EXCEEDING 8 INCHES IN THICKNESS, WATERED AS REQUIRED AND PRIOR TO BEGINNING WORK, AND NOTIFY THE OWNER OF ANY COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY CONDITIONS DIFFERENT THAN THOSE SHOWN IN THE CONTRACT DENSITY AS DEFINED IN TXDOT TEST METHOD TXDOT-113-E AT A DOCUMENTS. MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND CONTENT. COORDINATION OF DIMENSIONS AND FOR THE PROPER FIT -UP OF I W M� THE TOWER AND EQUIPMENT BUILDING FOUNDATIONS. 6. COMPACTION AND MOISTURE CONTENT OF SUBGRADE AND EACH LIFT z OF STRUCTURAL FILL SHALL BE INSPECTED AND APPROVED BY A 3. CONTRACTOR SHALL FOLLOW THE CONSTRUCTION GUIDELINES QUALIFIED ENGINEERING TECHNICIAN, SUPERVISED BY A PROVIDED IN THE GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER. STRUCTURAL FILL 1. SELECT STRUCTURAL FILL SHALL BE PLACED IN AREAS OF VOIDS CAUSED BY SITE- PREPARATION AND IN AREAS WHERE REQUIRED TO BRING GRADE TO PROPER ELEVATION. 2. PRIOR TO PLACING REQUIRED FILL MATERIAL, REMOVE FROM THE SITE ALL COBBLES, BOULDERS, AND VEGETATION, AS WELL AS OTHER DELETERIOUS MATERIALS, INCLUDING ANY LOOSE OR EXCESSIVELY ORGANIC MATERIAL FROM THE EXISTING SUBGRADE. THIS MATERIAL SHOULD BE STRIPPED TO A MINIMUM DEPTH OF 6 INCHES AND REMOVED FROM THE SITE. ALL EXPOSED SURFACES SHALL THEN BE INSPECTED BY PROBING, TESTING, AND PROOF - ROLLING AS SPECIFIED IN THE GEOTECHNICAL EXPLORATION REPORT. PROOF -ROLLING PROCEDURES SHOULD BE OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. 3. THE EXPOSED SUBGRADE SHOULD NOT BE ALLOWED TO DRY OUT PRIOR TO PLACING STRUCTURAL FILL. 7. PROVISIONS FOR DRAINAGE AND MAINTENANCE SHALL BE AS PER THE GEOTECHNICAL EXPLORATION REPORT. SLAB -ON -GRADE FOUNDATIONS 1. SLAB -ON -GRADE FOUNDATIONS ARE DESIGNED TO BEAR ON WELL COMPACTED, CLEAN FILL WITH AN ALLOWABLE BEARING CAPACITY OF 1.7 KSF FOR THE EQUIPMENT BUILDING, AS PER THE GEOTECHNICAL EXPLORATION REPORT. THE SELECT STRUCTURAL FILL SHALL BE A MINIMUM DEPTH OF 8 INCHES BELOW FINISHED GRADE ELEVATION AS PER GEOTECHNICAL EXPLORATION REPORT. 2. SLAB -ON -GRADE FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REQUIREMENTS AND ENGINEERING DESIGN FOR SITE PREPARATION, DRAINAGE, AND MAINTENANCE. 3. PLACE A 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED SOIL PRIOR TO PLACING FOUNDATION SLAB. 4. REFER TO PLANS FOR STIFFENED SLAB -ON -GRADE DIMENSIONS, THICKNESS, AND REINFORCING. & BOLT R�w. 6" CONC. SLAB -ON -GRADE a OVER 6" OF WELL COMPACTED I RirAN's a + CLEAN SELECT FILL. REINFORCED, �1 W7' 7n #5 1 O.0 EACH WAY AT MID W DEPTH. REFER TO GEOTECHNICAL a REPORT FOR FILL REQUIREMENTS. ( 6-A V` 4'a' CHAM FER (TYP) 6"COMPACTED FILL 5'-O" 12" ' I I I I I I I I I r -+, I I L__J DETAIL C -1 � PLAN VIEW PROVIDE HOOKS AS SHOWN TOP & BOTTOM REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION 2 #5 TOP & BOTTOM #3 STIRRUPS ® 18" OC #3 MAT 12" OC CE #5 CORNER BARS TOP & BOTTOM [ A) TYPICAL GRADE BEAM SECTION _--=_ tom_-r------`� (I I I �I I I :.:•o�a I e e I __� I III e: 1 41, � # 5 (TYP) I I TYPICAL CORNER BAR AT GRADE BEAM PLAN VIEW I I� I I. TYPICAL SLAB SECTION S-1 N.T.S. CAST IN PLACE CONCRETE 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318-95 AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI 315-80, REVISED 1986. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', ACI 301-89. 3. NO CONCRETE ADMIXTURES SHALL BE PERMITTED WITHOUT THE REVIEW OF THE ENGINEER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF THE FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL 5. PLACING OF CONCRETE IN PIERS SHALL BE THROUGH "ELEPHANT TRUNK' TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE CONCRETE DOES NOT EXCEED 6 FEET. ALTERNATE PLACEMENT METHODS OF CONCRETE, WITH OR WITHOUT ADMIXTURES, SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. 6. CAST IN PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A DESIGN STRENGTH OF 3,000 PSI AT 28 DAYS, AND A SLUMP BETWEEN 3" AND 5. CONCRETE REINFORCING 1. REINFORCING STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS IN ACCORDANCE WITH A.S.T.M. SPECIFICATION A615 GRADE 60. 2. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 3. ALL HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO ACI DETAILING STANDARDS UNLESS SHOWN OTHERWISE. 4. IN BEAMS, SLABS, COLUMNS AND WALLS DETAIL REINFORCING AS FOLLOWS: a) LAP TOP REINFORCING BARS AT MID SPAN. b) LAP BOTTOM REINFORCING BARS AT THE SUPPORTS. c) LAP REINFORCING BARS 36 BAR DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE d) STAGGER SPLICING OF HORIZONTAL REINFORCING 48" e) PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUTSIDE FACES AND TOP AND BOTTOM OF INTERSECTING BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. 5. THE WELDING OF REINFORCING STEEL WILL NOT BE PERMITTED. 6. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON THE DRAWINGS: a) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" b) CONCRETE EXPOSED TO EARTH OR WEATHER 1) #6 THROUGH #18 2.(Y" ii) #5 AND SMALLER 1.5" 8. ALL REINFORCING ACCESSORIES SHALL BE STAINLESS STEEL, GALVANIZED, OR PLASTIC TIPPED. REVISIONS BY 0 QO CONST. AD QA REVIEW AD U c a a Z m y p F- 9) W J Q U a C:) I "U I W M� H q� z JQ m N J J .CS O 2 d LL c 0 \ c Lo M M O_ J Q Q o N F- I F- M Z W J Q U a C:) I "U I W M� H w I w Q WLLj JQ m N J Ucn . P-4 In �}0 F-� • a 11 ■ ■ DRAWN BY: AD 1:1 DRAWING NAPE 0-Sl.dT► SHEET M. S-1 4 ti ,j. - ` PROJECT TYPE • NEW PCS ANTENNAS MOUNTED ON EXISTING 135' MONOPOLE WITH 20' EXTENSION WITH NEW ASSOCIATED UNMANNED COMMUNICATION EQUIPMENT WITHIN EXISTING COMPOUND. DIRECTIONS TO SITE FROM THE INTERSECTION OF 1-630 AND 1-430, TRAVEL SOUTH ON 1-430, 6.35 MILES TO 1-130 (EXIT 130). TRAVEL EAST ON f-130 1.1 MILES TO MABELVALE PIKE. EXIT RIGHT AND CIRCLE TO THE RIGHT TO THE FRONTAGEr%�''� yrrlr� RD. ALONG THE INTERSTATE, AND TURN LEFT, HEADING WEST. TRAVEL APPROXIMATELY .9 MILE TO THE SITE ACCESS BY THE MAILBOX ADDRESSED 11029. M, VICINITY MAP N SITE LO,CATON -z IRed ,Gi DAl tD 0 DD RQ . or 1 T = — — "der SITE NUMBER AR -01003-A SITE NAME kpjj�vj-- T - SBA -REEVES CULIN-AR05009�0 ARIA ASS REIS ERED SITE ADDRESS y E R 11209 1-30 (FRONTAGE RD.A LITTLE ROCK, AR 72103 SALINE C O U N T Y`� E-911 ADDRESS. SAME AS SITE ADDRESS BUILDING CODES LATTITUDE: N 34' 39' 44.20554' (NAD 83) + (34.66227' WGS 84) 2000 IBC LONGITUDE: W 92' 23' 59.66753" (NAD 83) + (92.39991" WGS 84) 2000 IFCELEVATION: 320.59' (NGVD29) 1996 NEC I. SITE LOCATION r� li 1} III 2 Li APPROVED FOR CONSTRUCTION PROPERTY OWNER OR REP. RF CONSTRUCTION NETWORK ZONING OPERATIONS REAL ESTATE OTHER EDWARD A. CULIN TAX. PARCEL NO.: 45L-048-00-045-00 SHEET INDEX CODE: SEE ABOVE SHT. • TITLE REV. T-1 TITLE SHEET 0 N-1 GENERAL NOTES 0 N-2 GENERAL NOTES 0 N-3 GENERAL NOTES 0 C-1 SURVEY (BY OTHERS) 00 C-2 SITE PLAN C-3 ANTENNA & ELEVATION 0 C-4 CONSTRUCTION DETAILS 0 C-5 EQUIPMENT LAYOUT 0 E-1 ELEC/TELCO LAYOUT 0 E-2 ELEC/TELCO WIRING 0 E-3 GROUNDING LAYOUT 0 E-4 GROUNDING DETAILS 0 S-1 CABLE TRAY DETAILS W/ 0 STRUCTURAL NOTES PROJECT SUMMARY SITE INFORMATION LANDLORD JURISDICTION: CITY OF LITTLE ROCK EDWARD A. CULIN TAX. PARCEL NO.: 45L-048-00-045-00 17618 CRYSTAL VALLEY RD. CODE: SEE ABOVE LITTLE ROCK, AR 72210 OCCUPANCY: UNMANNED CONTACT NAME: JEFF PETERS ZONING: 1-2 INDUSTRIAL PHONE NO.: (512) 627-7483 CONSTRUCTION TYPE: 2C CONSTRUCTION USE: U 3 m W=� rt PRIME CONSULTANT SITE MAX ENGINEERING, LLC 9000 SW FREEWAY, SUITE 410 LOCATION HOUSTON, TX 77074 CONTACT: HAK FONG MA PHONE: (713) 776-0629 FAX: (713) 776-9599 ARKANSAS ONE CALL f CONTRACTOR TO CALL 48 F HOURSBEFORE DIGGING! irttut�+orixg� PHONE: (800)482-8998 i CONTRACTOR RESPONSIBLE FOR DAMAGE OF EXISTING UTILITIES DURING CONSTRUCTION ! CONSULTANTS LITTLE ��r'I� ryI FAIAIII=I� ns nl r .1 o r — AS- �1'lif JTrV'riD DYiT t �/Y B Y: ❑AT,E. ft -14,61 UTILITIES TELEPHONE SOUTHWESTERN BELL TELEPHONE #1 SHACKLEFORD LITTLE ROCK, ARKANSAS 1-800-270-3850 PEDESTAL# 1016 APPLICANT T—MOBILE 12120 COL. GLEN ROAD SUITE 1000 LITTLE ROCK AR, 72207 CONTACT: ZONING MANAGER SURVEYOR HOPE ENGINEERS 322 NORTH MARKET STREET BENTON, AR 72015 CONTACT: LISA TAYLOR PHONE: (501) 315-0786 FAX:—(501)=315-0700 pot T 0 8 2002 POWER ENTERGY 900 S. LOUISANA LITTLE ROCK, ARKANSAS PHONE: (501) 372-3900 Z- a REVISIONS BY O 0 0 D OQ CONST. AD © REVIEW AD U a =0 c mow P4 > w6 W z 3 m W=� LL CO m W y o 0 m 0 0 � m r—j 0 ■ DRAWN 6r: AD CHECKED HT: DAII 10 03/02 PLOT SCALE 1:1 DRAWING NANE 0—TI.dwg SHEEP %. 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 ODDER. 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 ADD'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. 1.6 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 (SGGA) 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 1.5 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/CEILING. 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACEN SURFACES. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 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 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 APPUCABLE 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 COVERAGE 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 ARKANSAS 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. E. ASTM -A653 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS. 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 GAUGE (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 3 INCHES 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. 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 LIMITED TO TIE CLIPS, BAND CLIPS 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 PART 3 EXECUTION 3.1 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. 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. 1)$i E REVISIONS BY �nn 1�^^ 1� 0 Q CONST. AD © -REVIEW AD DRAWN BY: AD 1:1 DRAWING NAPE 0-Nl.dwg �TSHM7 No. 1 V - 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 VERIFICA7I0M OBSERVATIONS TEST, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN N0110E OF ALL FINDINGS TO THE ENGINEER USING 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 COMPLUINCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (0.3A k). 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 HERON 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 FCUND 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 UNTIL FINAL ELECTRICAL SERVICE IS EFFECTED. 28. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL SUW 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 ESTABUSH 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 WARE, FOR ALL EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS OR AS OTHERWISE SPECIFIED. GROUNDS TO THE WAS 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 SOLD 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 6 PRDAARILY FOR LIGHTNING PROTECTION. COAXIAL CABLE IS USUALLY THE ONLY ITEM GROUNDED TO THIS BAR. HOWEVER IT 15 ACCEPTABLE TD 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 SHALT. BE ATTACHED TO THE CABLE ON STRAIGHT RUNSNOT WATHIN BENDS) AND BE WEATHER PROOFED PER THE MANUFACTURES SPECIFICATIONS. -THE SURGE ARRESTORS SHALL RE 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 POSTSMINIMUM OF TWO) SHALL HAVE ONE y2 SQUID TINNED COPPER OUND WIRE. THESE POSTS SHALL BE CONNECTED TO THE GROUND RING WITH A #2 SOLID TINNED COPPER GROUND WIRE AND INTERME IATE GROUND RODS IF THE DISTANCE FROM THE POST TD 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 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 NTH A 18" BRAIDED STRAP TYPE B018G92. THE CONNEC11ONS 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. 12 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 NTH #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 DR THE AGB INSTALLED AT THE MOUNT. ALL BUSS BARS, BOTH MOB AND AG8(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 GRDUNDRJG 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, PRIM 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 APPUCABLE, 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 BACKFILLING 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 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 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. C. 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. 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 G&M~r b� . REVISIONS BY 0 0 Q CONST. AD QA REVIEW AD U a a O m m u, lx >: m m Z3 m w ~ Sm Z S w o m o x a U. m W � C" (n O 0 W Lr)wo O Q Q C7 n I Z � J p ir Q Q c) N U W I W M waCLd � 0 1-dcc N N DRAWN BY: AD CHECKED BY: 11I] Baa 10/03Z02 Far V„= 1:1 DRAWIND NAPE 0-N2.dwg SHEET No. 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, SAME, SEED, FERTILIZE AND MULCH DISTURBED ARW 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 ARKANSAS 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 ROAR AS REQUIRED WITH THE SOIL RESULTING FROM EXCAVATING THE FDUNDKNONS (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 OTHERWISEINDICATED, 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 KRS 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 70/1460 -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. �rp5.7d�Q�� 4. AISC - AMERICAN INSTIT w CONSTRUCTION SPECIFICATION FOR RUCT7BB "� t, USING ASTM A325 OR A490 HOLTS4.Y 5. IN ALL CASES, PART 77 O THE IRiU PARTS 17 AND 22 OF THE FCC IRei AND IN THE EVENT OF CONFUCT,1SLU ERR STANDARDS OR SPECIFICATIONS. i I I Fj�i f f I!r �v1 i�aLa A'3I REVISIONS BY QO CONST. AD AO REVIEW AD U a � v z c tom fx y m m W F z 3 m r C7 LL p Z _ w co'o K o z r65 v_ 0 2 d l 0 Ld �wp O Q Q CD n Z Z O O a Jcr Q C)U`�U C)NOO W M ZW I W C� aNZl N DBAWN BY: AD 10/03/02 PLOT SULE 1:1 DRAWING NAME 0-N3.dvg SHEET No. N-3 PROPERTY BOUNDARY (PARENT TRACE) PROPOSED Iii• r / T (CASE BOUNDARY SEE 1'-1 D' DWG FOR MORE 3.!r MAR. PHONE RESER (PARENT TRACK FROMM 5' 1 !1'-- PCO_, UTDRY EASEMENT ! I /1at6 tSEWER ` PP PP j260 -1a-399-03-0 rr PHONE RISER /1015 PP SURVEY NOTES 1- ALL 1199p1GROUMD IiTR.R1fr MAY NOT NAYS ITEERI SFkRRa4 ABOVE GROUND TG+.TURES HAVE If771 Lt1ulED ANO s1No11x LNIpptORMI10 IRRIfY lilt tYIBCN FLLYE SEEM II.AOGED BT THiRR AESPCCIIYE OWHERS HAVE Iltlll SHOWN - i 7105 XVr EY SNAIL NOT BE CONSTRUED AS A FULL BOUNDARY SURVEY OF THE IPA BEARINGS SHOWN ARE BASED ON GPS OBSERVATIONS. 4_ ACCOR0R10 TO FEDERAL 1}ERGFJELY MANACEEIFNi AGENCY RW0 INSURANCE RAiE MAP. COMMVl4TY PANEL /DSD18l-OO21E. DATED NOVEMBER 3. 1993. THE PRDPER7Y OLPICTEO a 1 THIS SVRYEY is LOCATED WITHN 7Ol4 'IC AND IS NOT LOCATED WITHIN. THE too YEAR FLOOD PLANE - SITE PLAN LEGAL DESCRIPTION: � PP /1 /l- PR P926 SEWER MJL 1-800-482-8998 "ARKANSAS ONE CALL" Scale: 1/2"_40' LEGAL DESCRIPTION: PARENT TR.ACT/E70S TING LEASE SITE DWRIP ION_ UIS RECORDED W PULASKI COUNTY D® AND MORTGAGE RECORD DOC Y98IMM PART OFTHENE U4 SE UL SECTION 4.TOW SHIP I SOUDLRANGE U WEST. PULASKI COUNTY. ARKANSAS. MORE PARTICULARLY DESCRIBED AS COMMENCING ATTIE NORMWASr CORNEA OF SAID HE W SE UtTHENCESDUITI 3715 FE MTHENCE WEST 363.4 FEET TO THE POINT OF BEGINNING; THENCE CUNnNUE WEST 230 FEET;THENCE NORTU 213 F=TOTUESOVTH RIGHT OF WAY LINE OF UM INTEILSTATE IUGIWAY NO. %Xl 1R T1/E1IC8 NORri1FASTFALY ALONG sAII RNGIEF OF wAT 339 FEET: i2[LVCF rn is oBGlaam MINUTES EASTIM4 9 FEETTO THE POINT OP BEGDrNO(45vurLCr NO A RINfT OF WAY POSE MP 1DPW LAWAND A`N EASFF{FM FOR A SANTrARY SF. WCL ALGNO THE SOUTH LINE AND SUBJECT TO A EASEMENT FOR POWER LINES ALONG TILL M M AND FAST LINES. \ \ \ ` x I \ \ 1 EOCE OF PAVEMENT \ 1 l 1 1 \ \ l BILLBOARD 1 1 1 1 PROPOSED 15' INGRESS/EGRESS 1 1 EASEMENT. \ \ \ 1 11 EL 320.17* E1. 19A9' \ , FIAI I CAP 225 SO FT EL_ NOTE T. M- X' IN TOP OF ANCHOR ODLi ON NORM 510E OF TOWER TB/R cL: s2A.ae LEGAL DESCRIPTION: PROPOSED LEASE SITE DESCRIPTION: (TEASE AREA) L4 Szau' I -SET IS REBAR� r.Ri TIOrF, W/ GAP 1 LEASE J f �OIIMARY ! 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ARKANjSAS TT14CE N OVIFUr 1129.13 FUTALONG TUENONCM C,LOrSND LANDS D4sPUDFD IN RECORD DDCUDrT M IODRIO:TWUI1�F S I6*mI EOSA' FEET:TBEIAMS ci'.W Y' W 1106FESt'THER01 It U. =L- W 7J0 IMF TO THE TODNTOF BLY.OTNptG;7USNCE50179'R'1" w 730 rm6 THENCE N SL J001W W 11190 FEET; TIIE3+L8 K W 79'PT' E ISSO FEihTFCICEB tA7800` E 1590 FlwT; THBPLCE S 0I7Zlrl W 130 FPTTT0 TILE PODrTor BE00001O.00NTAOU1+O737WUA5EP�T- ALSO AN FASOAENr FOR plog— AND UMIrY PURPOSF$,SALOF�LS%1FN: BEING 15TEET WLDi_ LYO V 719 FEETON FACU SWrOF TILE FDLW%Ioo DESCRLRFP CENrERU NE: OOM911 LCNGALTIfE NORMWIaT CLIRNER DF ANOM GE DF IUVISDCHOOUTY, DOCUIXmr NRI IooTtt W THE RaDDRrsa FEEYS AAKAIM%R. TH"FCC N Rk"R6IL' E at FEETAIDNO rkif NOKTH LINT OFSAtD LANDSDESC71WFDIN RLTrMD DOCUMENT M419MUTO THE P00rTOR 116011NNWOc TNENCEs 16MrE,UQFEEL` nU2tCESDL'7OR9-W I5m0FEET:TRoxt NRP79Rl-tc 740Fsrm THE POINT OFTERM WATION OFSAID EASEMENT. T LlISIDELINESOPSMDEAW>x TAkEWTO10EDTOTEItMINATIATTHEEASTLDIEOF LFASE OMP90ARY AND TILE NORTH UNE OF'ME 1FAAE24TTRACT ALSO AN E.LSL44FNVT FOR UILM NIRIOSM&. ,9 F1YF31F2rr aW10s FEET WIDE LYING 350 FMTON EAML FIOR OF TINE TULLOW JAN: DUCIUam CtxYfTlLerE MI9ENCMG AT rHF R0RTH="='. W pT [oRNEk qF LltIrDS OE'.CRUIFa ,=. OOCU.WTeFll Wii P: THE REC+IRIK OFaFfOG AND MDAIOAOE 01 POWKI CITVL.�Y. AAKAII •29'0, N WWW* E..^A.JFEES ALONG TIM Now LINEOFSMOLAl'DB pE3CJUDFD IN RECUFP OD[VAwJT _sF IRM43. TIIEIaCE S li"0770' L• LSf2 FF£r: T1tFTgYE s Yt-PFTr w 1 sxo FFk N.• nuaK'01: It'SD'01- W IIP FEET, ntELYE Sol -m9- W 3._V mrkI nuiNCE H L!'JFOY w I; 7d PEEP TD TIu POarT OF kCG1Nh UNG' TNIN"$; Uri TN FW Ix,%FELT TO I HE romY Of w_;LwNAJJOF or SAW Ck-* IFNr. 21- - 2.1- J 46 JJ �1 � Y � - 5 AO 3 O 1D S FNO REUAN /4 odrN.t[ n.Iitw1N � 1•ARo u s 1Ra FTIO - YARILERCM LL Ffm • R 2-t 40 ?-O 0 40 PROPERTY BOUNDARY •P171 F wa (PARENT TRACT) +� r..r • rrx FIND /4 RMAR r dry fc� 11e ulk s arts r t+N P_O.CG (LEASE AREA) 1 1 1 P.09_ (EASE A) PROPOSED IS' 0 1 \ M�ESS/E� EASEMENT P 1 BILLBOARD { 1 . 1 PROPERTY BOUNDARY (PAma TRA PROPERTY BOUNDARY (PARENT TRACE) PROPOSED Iii• r / T (CASE BOUNDARY SEE 1'-1 D' DWG FOR MORE 3.!r MAR. PHONE RESER (PARENT TRACK FROMM 5' 1 !1'-- PCO_, UTDRY EASEMENT ! I /1at6 tSEWER ` PP PP j260 -1a-399-03-0 rr PHONE RISER /1015 PP SURVEY NOTES 1- ALL 1199p1GROUMD IiTR.R1fr MAY NOT NAYS ITEERI SFkRRa4 ABOVE GROUND TG+.TURES HAVE If771 Lt1ulED ANO s1No11x LNIpptORMI10 IRRIfY lilt tYIBCN FLLYE SEEM II.AOGED BT THiRR AESPCCIIYE OWHERS HAVE Iltlll SHOWN - i 7105 XVr EY SNAIL NOT BE CONSTRUED AS A FULL BOUNDARY SURVEY OF THE IPA BEARINGS SHOWN ARE BASED ON GPS OBSERVATIONS. 4_ ACCOR0R10 TO FEDERAL 1}ERGFJELY MANACEEIFNi AGENCY RW0 INSURANCE RAiE MAP. COMMVl4TY PANEL /DSD18l-OO21E. DATED NOVEMBER 3. 1993. THE PRDPER7Y OLPICTEO a 1 THIS SVRYEY is LOCATED WITHN 7Ol4 'IC AND IS NOT LOCATED WITHIN. THE too YEAR FLOOD PLANE - SITE PLAN LEGAL DESCRIPTION: � PP /1 /l- PR P926 SEWER MJL 1-800-482-8998 "ARKANSAS ONE CALL" Scale: 1/2"_40' LEGAL DESCRIPTION: PARENT TR.ACT/E70S TING LEASE SITE DWRIP ION_ UIS RECORDED W PULASKI COUNTY D® AND MORTGAGE RECORD DOC Y98IMM PART OFTHENE U4 SE UL SECTION 4.TOW SHIP I SOUDLRANGE U WEST. PULASKI COUNTY. ARKANSAS. MORE PARTICULARLY DESCRIBED AS COMMENCING ATTIE NORMWASr CORNEA OF SAID HE W SE UtTHENCESDUITI 3715 FE MTHENCE WEST 363.4 FEET TO THE POINT OF BEGINNING; THENCE CUNnNUE WEST 230 FEET;THENCE NORTU 213 F=TOTUESOVTH RIGHT OF WAY LINE OF UM INTEILSTATE IUGIWAY NO. %Xl 1R T1/E1IC8 NORri1FASTFALY ALONG sAII RNGIEF OF wAT 339 FEET: i2[LVCF rn is oBGlaam MINUTES EASTIM4 9 FEETTO THE POINT OP BEGDrNO(45vurLCr NO A RINfT OF WAY POSE MP 1DPW LAWAND A`N EASFF{FM FOR A SANTrARY SF. WCL ALGNO THE SOUTH LINE AND SUBJECT TO A EASEMENT FOR POWER LINES ALONG TILL M M AND FAST LINES. \ \ \ ` x I \ \ 1 EOCE OF PAVEMENT \ 1 l 1 1 \ \ l BILLBOARD 1 1 1 1 PROPOSED 15' INGRESS/EGRESS 1 1 EASEMENT. \ \ \ 1 11 EL 320.17* E1. 19A9' \ , FIAI I CAP 225 SO FT EL_ NOTE T. M- X' IN TOP OF ANCHOR ODLi ON NORM 510E OF TOWER TB/R cL: s2A.ae LEGAL DESCRIPTION: PROPOSED LEASE SITE DESCRIPTION: (TEASE AREA) L4 Szau' I -SET IS REBAR� r.Ri TIOrF, W/ GAP 1 LEASE J f �OIIMARY ! Ext T*IG ICT '20.55' IJ (9y' POWER ~� PANEL i •-GROVNOIIO TEST WELL ! I ( i f I 1 i ! ! ! ) EXISTING 6' gWNUNK ! ) I rENW/ 3 STRANDS f ! OF BARBED wIRE r r I ! PROPOSED 5' ! r UTILITY EASEMENT I ( f ENLARGED SITE PLAN Scale:1"_20' JAATOF TW NOknLEAsr QDARm OF THE SOURLEASTQUARTM OF SDCTTOH L TOWMBP 1 SOUTH. RANGE 13 WEST. PUTAAUCYLVNL AR}'ANL'AS.MOR6 PARMCULARLY DESt2�mFa ws FDrlDws COMMENCITO ATTREN0R7lIWEST CORN OFLArZT.DFSCRfnED R+RKORI OOL1RlD1YY'Li IODsu D+THE it -m -or DEEDS AND MMTWM of TLRAMU COUNTY. ARKANjSAS TT14CE N OVIFUr 1129.13 FUTALONG TUENONCM C,LOrSND LANDS D4sPUDFD IN RECORD DDCUDrT M IODRIO:TWUI1�F S I6*mI EOSA' FEET:TBEIAMS ci'.W Y' W 1106FESt'THER01 It U. =L- W 7J0 IMF TO THE TODNTOF BLY.OTNptG;7USNCE50179'R'1" w 730 rm6 THENCE N SL J001W W 11190 FEET; TIIE3+L8 K W 79'PT' E ISSO FEihTFCICEB tA7800` E 1590 FlwT; THBPLCE S 0I7Zlrl W 130 FPTTT0 TILE PODrTor BE00001O.00NTAOU1+O737WUA5EP�T- ALSO AN FASOAENr FOR plog— AND UMIrY PURPOSF$,SALOF�LS%1FN: BEING 15TEET WLDi_ LYO V 719 FEETON FACU SWrOF TILE FDLW%Ioo DESCRLRFP CENrERU NE: OOM911 LCNGALTIfE NORMWIaT CLIRNER DF ANOM GE DF IUVISDCHOOUTY, DOCUIXmr NRI IooTtt W THE RaDDRrsa FEEYS AAKAIM%R. TH"FCC N Rk"R6IL' E at FEETAIDNO rkif NOKTH LINT OFSAtD LANDSDESC71WFDIN RLTrMD DOCUMENT M419MUTO THE P00rTOR 116011NNWOc TNENCEs 16MrE,UQFEEL` nU2tCESDL'7OR9-W I5m0FEET:TRoxt NRP79Rl-tc 740Fsrm THE POINT OFTERM WATION OFSAID EASEMENT. T LlISIDELINESOPSMDEAW>x TAkEWTO10EDTOTEItMINATIATTHEEASTLDIEOF LFASE OMP90ARY AND TILE NORTH UNE OF'ME 1FAAE24TTRACT ALSO AN E.LSL44FNVT FOR UILM NIRIOSM&. ,9 F1YF31F2rr aW10s FEET WIDE LYING 350 FMTON EAML FIOR OF TINE TULLOW JAN: DUCIUam CtxYfTlLerE MI9ENCMG AT rHF R0RTH="='. W pT [oRNEk qF LltIrDS OE'.CRUIFa ,=. OOCU.WTeFll Wii P: THE REC+IRIK OFaFfOG AND MDAIOAOE 01 POWKI CITVL.�Y. AAKAII •29'0, N WWW* E..^A.JFEES ALONG TIM Now LINEOFSMOLAl'DB pE3CJUDFD IN RECUFP OD[VAwJT _sF IRM43. TIIEIaCE S li"0770' L• LSf2 FF£r: T1tFTgYE s Yt-PFTr w 1 sxo FFk N.• nuaK'01: It'SD'01- W IIP FEET, ntELYE Sol -m9- W 3._V mrkI nuiNCE H L!'JFOY w I; 7d PEEP TD TIu POarT OF kCG1Nh UNG' TNIN"$; Uri TN FW Ix,%FELT TO I HE romY Of w_;LwNAJJOF or SAW Ck-* IFNr. PROJECT INFORMATION SITE HAMESBAREEVES-Cl1LFN SITE NUMBER: AR -01003A SfTE ADDFEESS:N AORTH LnTLE R CIBC, ARKANSAS OWNER NAME CENTER OF EXISTING TOWER DATUM: WGS-19B4 DATUM: NAD -83 NORTH EAT- 36'94'49.2' 34'39'44.18333" NORTH LATITUDE WEST LONG: 9T13S9.7' 92'23'59.67610' WEST LONGITUDE 32422- (GROUND) NM 1929 NOTE LATITUDE AND LONGFRIDE ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 [NAD 84 EL �� vo lsmj SED ON THE NATIONAL GEODETIC VERTICAL DATUM I HEREBY CEATiFYTO T-MOSLE WIRELESS, THAT ViELATTTUtIE. LONGITUDE. AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN —III ROFIVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS So FEET. %fMnCAL- PLUS OR MINUS 20 FEET. TEMPORARY BENCH MATING BENCH MARK IS A"X- M TOP OF ANCHOR BOLT ON NORTH SIDE OF MONOPOLE TOWER BASE El- 3tf" SITE UTILITIES 1- TELEPHONE ---.-SOUTHIV ESTERTL BELL TELEPHONE 01 SHACKLEFORD LITTLE ROCK. ARKANSAS 106270-3850 2 ELECTRIC SOU S. LOUISIANA LITTLE ROCK, ARKANSAS (501) 371-3900 1 TOP OF UC"NG ROD EL 477.46 LEGEND OAP POWERPOLE ■ TELEPHONE FM E— GUYANCHOR WATER VALVE FIREHYDRANT ® IRON ROD SET FOUND MONUII TRAM. BENCH MARK -_— POWER LINE �+ FENCE LINE -- LEASE AREA A COMPUTED POINT ELEVATION VIEW OF TOWER OP VICINITY MAP SITE DIRECTIONS 430, rTR�LVEL�SsourrR KIIOH ON INTERSTATE 443TE 00 ANDINTERSTATE uIms TO INTiRSTATE 30 (M 130). TRAVEL. EAST ON INTERSTATE 30 1.1 MILES TO MABELVALE PIKE. EXIT RIGHT AND CIRCLE TO THE RIGHT TO THE FRONTAGE ROAD. ALONG THE 1NrMTATE. AND TURN LETT HEADING WEST. TRAVEL APPRO)L 0.9 11LE TO THE: SITE ACCESS BY THE M+UL9O% ADDRESSED I12O9' By affixing my seal and w9nalut e, I Doug" C. Shwrbarger. PLS N0. 1388, hereby certify that this drawing correctly depicts a survW mapped UndOs my wperVos n - NOTE: This survey Was based on legal descriplions and title work furnished by others and does not reprreessentaa title —rarch- J ] q DDU C.SHAMBARGERPLS213% =/PROJECT NUMBER: 02-686 M O Z N LA -1 r W M C-) 0 1 o (n N - W W Y o ::- = U u) I W OC> iryY LL Q W m J J '; G1 �; DRAWN BY: IL MCNEICE 12 oPAYR� RE"Er S—CMEN SHCEi No. C-1 21- 46 P Y S AO 3 O 1D PROJECT INFORMATION SITE HAMESBAREEVES-Cl1LFN SITE NUMBER: AR -01003A SfTE ADDFEESS:N AORTH LnTLE R CIBC, ARKANSAS OWNER NAME CENTER OF EXISTING TOWER DATUM: WGS-19B4 DATUM: NAD -83 NORTH EAT- 36'94'49.2' 34'39'44.18333" NORTH LATITUDE WEST LONG: 9T13S9.7' 92'23'59.67610' WEST LONGITUDE 32422- (GROUND) NM 1929 NOTE LATITUDE AND LONGFRIDE ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 [NAD 84 EL �� vo lsmj SED ON THE NATIONAL GEODETIC VERTICAL DATUM I HEREBY CEATiFYTO T-MOSLE WIRELESS, THAT ViELATTTUtIE. LONGITUDE. AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN —III ROFIVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS So FEET. %fMnCAL- PLUS OR MINUS 20 FEET. TEMPORARY BENCH MATING BENCH MARK IS A"X- M TOP OF ANCHOR BOLT ON NORTH SIDE OF MONOPOLE TOWER BASE El- 3tf" SITE UTILITIES 1- TELEPHONE ---.-SOUTHIV ESTERTL BELL TELEPHONE 01 SHACKLEFORD LITTLE ROCK. ARKANSAS 106270-3850 2 ELECTRIC SOU S. LOUISIANA LITTLE ROCK, ARKANSAS (501) 371-3900 1 TOP OF UC"NG ROD EL 477.46 LEGEND OAP POWERPOLE ■ TELEPHONE FM E— GUYANCHOR WATER VALVE FIREHYDRANT ® IRON ROD SET FOUND MONUII TRAM. BENCH MARK -_— POWER LINE �+ FENCE LINE -- LEASE AREA A COMPUTED POINT ELEVATION VIEW OF TOWER OP VICINITY MAP SITE DIRECTIONS 430, rTR�LVEL�SsourrR KIIOH ON INTERSTATE 443TE 00 ANDINTERSTATE uIms TO INTiRSTATE 30 (M 130). TRAVEL. EAST ON INTERSTATE 30 1.1 MILES TO MABELVALE PIKE. EXIT RIGHT AND CIRCLE TO THE RIGHT TO THE FRONTAGE ROAD. ALONG THE 1NrMTATE. AND TURN LETT HEADING WEST. TRAVEL APPRO)L 0.9 11LE TO THE: SITE ACCESS BY THE M+UL9O% ADDRESSED I12O9' By affixing my seal and w9nalut e, I Doug" C. Shwrbarger. PLS N0. 1388, hereby certify that this drawing correctly depicts a survW mapped UndOs my wperVos n - NOTE: This survey Was based on legal descriplions and title work furnished by others and does not reprreessentaa title —rarch- J ] q DDU C.SHAMBARGERPLS213% =/PROJECT NUMBER: 02-686 M O Z N LA -1 r W M C-) 0 1 o (n N - W W Y o ::- = U u) I W OC> iryY LL Q W m J J '; G1 �; DRAWN BY: IL MCNEICE 12 oPAYR� RE"Er S—CMEN SHCEi No. C-1 (E) BILLBOARD I x I x I x (P) 15' x 15' T -MOBILE N x LEASE AREA I ! x x I (P) T -MOBILE I 5-1 CABLE BRIDGE x 1 (E) 151'-6" I C-3 MONOPOLE WITH 15' EXTENSION x I(E) BACKBOARD— I (E) 6' HIGH) CHAIN LINK i FENCE I I ROPERTY BOUNDARY (PARENT TRACT) x I x I �— (E) CARRIER Q7 " CONCRETE PAD O im u') m I) W/ EQUIPMENT _z (N) UNDERGROUND POWER J ROUTE WITH (N) 1-2" a CONDUIT FROM (E) POWER te z POLE TO (N) UTILITY FRAME. CL J APPROX. 124± TO SITE N W (N) UNDERGROUND TELCO ROUTE � w WITH (N) 2--2" CONDUIT FROM (E) z w TELCO PEDESTAL TO (N) UTILITY v FRAME APPROX. 125'± a ,(N) PROPOSED 5'-0" t` UTILITY ROUTE (N) 15' INGRESS/EGRESS AND UTILTY ROUTE (P) T -MOBILE CITYTALK I 2 CABINET ON (N) 10' x 15' CONCRETE PAD (P) PPC & TELCO RACK W/ ELEC. METER (E) SBA FENCED COMPOUND 182'-0"± TO NEAREST PROP. LINE FROM E) FENCE LINE APKANSAS IAF uy I xE) POWERHEAD POWER x xPROPERTY BOUNDARY OHP OHP — OHP — — rP� — x __ x—x�— OHP ` OHP— — x(PARENT TRACT) jpHP`OHP--OHP--pHp--- OHP x x—xx—x—x—x�OHP� OHP — — �OHP� OHP — —OHP — —OHP — — oHP`V (E) POW(E) TELCO OHP —OHP--pF —pHP ` PEDESTAL #1016 �OHP� pHP pHP (E) SEWER GRAPHIC SCALE MAN HOLE e e a a 16 32 I IN FEET 1/16 in. = 1 ft. SITE PLAN — M_— EADOLAN= C-2 SCALE: REVISIONS I BY QO CONST. AD REVIEW AD U Q7 " a O im u') m I) z �m� J tiom C4 > mm w 3 N I WMir V) ¢ Ul W J z I or o� o xaii 0 m Q7 " O im u') m I) Z O W cq QQa� J MJ z ceQ CL O U u U O N I WMir V) ¢ Ul W J I or Q N —I N J4 z z LE m 0 I 0 O x Ld z Ld0 0 z z 0 cn z 57< w w CL E: U- 0 EL 0 �n I m wa CL FL s (N) 2 LMU ANTENNA, L" ° EACH W/ 7/8" FOAM xi CABLE LO L' 4 O CL O z 0 2 0 a 0 z z w z a � GABLE BRI BRIDGE (N) A MOBILE C-5 CfTY'TALK EQUIPMENT �TELCO C AND E-4 TELCO RACK W/ METER HEAD (N) GPS WITH 7/S' FOAM CABLE, 12' ABOVE GROUND (E) FENCE—'—& S-1 PAD PROPOSED T -MOBILE ANTENNAS q 0 166-6" 2,3 PANEL ANTENNA MOUNTING C 3 (2+1 FUTURE ANTENNAS PER SECTOR) AZIMUTH 0" ® 166'-6' RAD CENTER AZIMUTH 120' ® 166'-6" RAD CENTER AZIMUTH 240' ® 166'-6" RAO CENTER (E) ANTENNAS AND TOP OF MONOPOLE ® 151'-6" (E) 151'-6" MONOPOLE WITH 15' PIPE EXTENSION fiP y ' A• + ARKANSAS P:EG:S TEE R_D • PROPI~SSIQ L , . " No. 5971 � "�.+ ` (E) MONOPOIF FOUNDATION (::L)TOWER ELEVATION C N.T.S. av ANTENNA PIPE TNA/LNA COMBINER (OUTLETS TO FACE- DOWN -VERTICAL) #5 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTERr No. 6 STANDARD GREEN INSULATED GROUND WIRE TO UPPER ANTENNA GROUND BAR (2 HOLE LUGS EA. E JUMPERS TO BE SECURED WITH 1/2" ANDREWS BUTTERFLY HANGERS W/ 1" STA DCIWNTILT ASSEMBLY REQUIRED FOR ALL PANEL TYPE ANTENNAS (FIVE RED) (SIX RED) (ONE RED) (TWORED)(THREE RED)(FOUR RED) LDIVERSI YJ LUTUR LMAIN-i j A-1 * A-3 A-2 u A- RR65-19-000P 1/2" FOAM COAX JUMPER ANTENNA (MAX LENGTH 6') TRANSMISSION NOTE: ALL DOWN TILT, LINES TO BTS AZIMUTHS AND LNA'S TO BE VERIFIED BY RF SITE DATA SHEET. SEE PROJECT MANAGER 6" FOR INFORMATION. MIN. BIPOLAR PANEL ANTENNA (2)AND LNA MOUNTING DETAIL �C-3j SCALE: N.T.S. COAX CABLE IDENTIFICATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, 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 FOLLOWS: 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 EQUENCE ALPHA SECTOR - RED BETA SECTOR - YELLOW GAMMA SECTOR - BLUE (FOUR BLUE) LG -2 (THRE IE BLUE) NJ (SIX BLUE) * C-3 (FIVE 8I FUTURE 0' (TYPICAL) /240' 120' (ONE YELLOW) B-1 YELLOW) LDIVERSTTY (FIVEYELLOW) B-3 rE OW} L FUTURE (TWO BLUE)(THREE YELLOW) C-1 B-2 (ONE BILLIE) (FOUR YELLOW) DIVERSITN L MAIN 18 -UNE (DUAL -POLARITY) COLOR CODING NOTE AZIMUTHS SHOWN ARE TYPICAL SEE RFDS FOR ACTUAL AZIMUTHS. ATYPICAL ANTENNA PLAN t/ N.T.S. ANTENNA AND COAXIAL CABLE SCHEDULE COAX MARK ANTENNA ANTENNA ARE DESIGNED TO MEET ANALYSIS AND DESIGN OF TOWER ANTENNA MOUNTING COAXIAL CABLE A-1 LOCAL BUILDING CODES AND FOUNDATION BY OTHERS. REFER 166'_6" 190' AND ANSI/TIA/EIA-222-F TO APPROPRIATE SHEETS FOR MORE INFORMATION. 0' 166'-6" 190' (2) - 1-5/8" 0 STRUCTURAL STANDARDS FOR STEEL NO ERECTION OR MODIFICATION OF TOWER 0' 166'-6" ANTENNA SUPPORTING STRUCTURES. AND FOUNDATION SHALL BE MADE WITHOUT 7-4 0' 166,-6,1190' THE DESIGN WIND SPEED IS APPROVAL OF STRUCTURAL ENGINEER RR65-19-OODP 120' 90 MPH (3 SECOND GUST SPEED) J4 z z LE m 0 I 0 O x Ld z Ld0 0 z z 0 cn z 57< w w CL E: U- 0 EL 0 �n I m wa CL FL s (N) 2 LMU ANTENNA, L" ° EACH W/ 7/8" FOAM xi CABLE LO L' 4 O CL O z 0 2 0 a 0 z z w z a � GABLE BRI BRIDGE (N) A MOBILE C-5 CfTY'TALK EQUIPMENT �TELCO C AND E-4 TELCO RACK W/ METER HEAD (N) GPS WITH 7/S' FOAM CABLE, 12' ABOVE GROUND (E) FENCE—'—& S-1 PAD PROPOSED T -MOBILE ANTENNAS q 0 166-6" 2,3 PANEL ANTENNA MOUNTING C 3 (2+1 FUTURE ANTENNAS PER SECTOR) AZIMUTH 0" ® 166'-6' RAD CENTER AZIMUTH 120' ® 166'-6" RAD CENTER AZIMUTH 240' ® 166'-6" RAO CENTER (E) ANTENNAS AND TOP OF MONOPOLE ® 151'-6" (E) 151'-6" MONOPOLE WITH 15' PIPE EXTENSION fiP y ' A• + ARKANSAS P:EG:S TEE R_D • PROPI~SSIQ L , . " No. 5971 � "�.+ ` (E) MONOPOIF FOUNDATION (::L)TOWER ELEVATION C N.T.S. av ANTENNA PIPE TNA/LNA COMBINER (OUTLETS TO FACE- DOWN -VERTICAL) #5 SHIELD (MECHANICAL GROUND VIA ROUND MEMBER ADAPTERr No. 6 STANDARD GREEN INSULATED GROUND WIRE TO UPPER ANTENNA GROUND BAR (2 HOLE LUGS EA. E JUMPERS TO BE SECURED WITH 1/2" ANDREWS BUTTERFLY HANGERS W/ 1" STA DCIWNTILT ASSEMBLY REQUIRED FOR ALL PANEL TYPE ANTENNAS (FIVE RED) (SIX RED) (ONE RED) (TWORED)(THREE RED)(FOUR RED) LDIVERSI YJ LUTUR LMAIN-i j A-1 * A-3 A-2 u A- RR65-19-000P 1/2" FOAM COAX JUMPER ANTENNA (MAX LENGTH 6') TRANSMISSION NOTE: ALL DOWN TILT, LINES TO BTS AZIMUTHS AND LNA'S TO BE VERIFIED BY RF SITE DATA SHEET. SEE PROJECT MANAGER 6" FOR INFORMATION. MIN. BIPOLAR PANEL ANTENNA (2)AND LNA MOUNTING DETAIL �C-3j SCALE: N.T.S. COAX CABLE IDENTIFICATION CONTRACTOR MUST PROVIDE EASY IDENTIFICATION AND UNIFORM MARKING OF ANTENNA CABLING, 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 FOLLOWS: 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 EQUENCE ALPHA SECTOR - RED BETA SECTOR - YELLOW GAMMA SECTOR - BLUE (FOUR BLUE) LG -2 (THRE IE BLUE) NJ (SIX BLUE) * C-3 (FIVE 8I FUTURE 0' (TYPICAL) /240' 120' (ONE YELLOW) B-1 YELLOW) LDIVERSTTY (FIVEYELLOW) B-3 rE OW} L FUTURE (TWO BLUE)(THREE YELLOW) C-1 B-2 (ONE BILLIE) (FOUR YELLOW) DIVERSITN L MAIN 18 -UNE (DUAL -POLARITY) COLOR CODING NOTE AZIMUTHS SHOWN ARE TYPICAL SEE RFDS FOR ACTUAL AZIMUTHS. ATYPICAL ANTENNA PLAN t/ N.T.S. ANTENNA AND COAXIAL CABLE SCHEDULE COAX MARK ANTENNA AZIMUTH RAD CENTER COAXIAL CABLE LENGTH " COAXIAL CABLE A-1 RRfi5-19-OODP 0' 166'_6" 190' (2) - 1-5/8" 0 A-2 0' 166'-6" 190' (2) - 1-5/8" 0 A-3 RR65-19-NOP 0' 166'-6" 190' (2) - 1-5/8" 0 7-4 0' 166,-6,1190' (2) - 1-5/8' 0 B-1 RR65-19-OODP 120' 166'-6' 190' (2) - 1-5/8 0 B-2 120' 166'-6' 190' (2) - 1-5/8" 0 B-3 RR65-19-OODP 120• 166'-6 19W (2) - 1-5/8" 0 B-4 12p• 16fi'-6" 190' (2) - 1-5/8" 0 C-1 RR85-19-OODP 240' 166'-6' 190' (2) - 1-5/8 0 C-2 240. 166'-6" 190' (2) - 1-5/8" 0 C_3 RR65-19-000P 240' 166'-6" 190' (2) - 1-5/8' 0 C-4 240' 1 166'-6' 190' (2) - 1-5/8" 0 TOTAL LENGTH 3240' - ESTIMATED LENGTH CONTRACTOR TO FIELD VERIFY FUTURE ANTENNAS 4 ANTENNA SCHEDULE C-3 REVISIONS BY 0 LO Ix Mo IL I y ''oom I a� o � 0 zns0 U U Y .. ±� CONST. AD © RSVIE40n cy- ?Maf I r 0 1 ! t3 rn O 0 LO Ix Mo J LJ o QQ CW9N y ''oom I a� o � 0 Q U U Y .. � n Z cy- ?Maf I LLI w w a�-J z Q J PA N o ,=__zmm sCLw r 0 1 ! t3 rn O Li LO Ix Mo J LJ o QQ CW9N I a� o � 0 Q U U Y .. U OI Z cy- ?Maf I LLI w w a�-J Z Q J Q N m V� r 0 1 ! t3 1. SET THE STAKES. 6' MAX f FLOW 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. ��'� ='I 111ir r f r�Al III 3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT THE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL �y Eyyy �t w•� (PERSPECTIVE VIEW) A SHEET FLOW INSTALLATION POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 1 SILT FENCE C-4 N.T.S. THIS SPACE IS LEFT BLANK INTENTIONALLY THIS SPACE IS LEFT BLANK INTENTIONALLY 3/4" CRUSHED LIMESTONE FINE TO 3/4" CRUSHED LIMESTONE (COMPACTED TO 957 2" STANDARD PROCTOR) r 4.. L SUBGRADE %MIRAFI FABRIC 50OX (COMPACTED TO 657 STANDARD PROCTOR) �3 OPTIONAL SITE COMPOUND SUBGRADE N. ITEM PART NO. DESCRIPTION 0� 1 MC-PA12-B ADJ. AZIMUTH PLATFORM 1 2 MT -219-H HARDWARE KIT (CONTAINS ITEMS 3-5) 9 3 MT -217-01 PIPE MPOUNT BRACKET 1 4 GU -B4355 1/2"x3 -5/8"x5' GALV. U -BOLT ASSEMBLY 2 5 GU -84240 1/2"x2-1/Z'x4 GALV. U -BOLT ASSEMBLY 2 6 MT -XXX PIPE (SEE TABLE) X PLATFORMS I PIPE# I DESCRIPTION I QTY n n �n \,C-4 1 N.T.S. REVISIONS BY L ZL IL n� 1� 0 CONST. AD 0 REVIEW AD U C" ^ a s C7 m omm z ti O m 6 Ln V) Z O L u M �� I � LL ti r z tY I o� w O 0 m 0 DRAWN BY: AD cxecNID sr: VD/Hid care 10/03/02 nm snuc 1:1 DxAWMC NAME 0-C4.dwg SHEET No. C-4 C" ^ Z LCi m Ino O QQ-N n U J Q to z Ln V) Z O L u M �� I O L LJ _ w Q L LJ J U tY I o� Q C4 J M DRAWN BY: AD cxecNID sr: VD/Hid care 10/03/02 nm snuc 1:1 DxAWMC NAME 0-C4.dwg SHEET No. C-4 REVISIONS BY ^^1 1� n� 1� 0 CONST. AD 0 REVIEW I AD c.> p a� 'n M o Q C=) W � p Q W ^ m z W a m z m S m o W o m d Lv o x a � 0 0 � o ~ p O 'n M o Q C=) W � p Q C=) z W �U"U p C/1 C LLJ 00 L Q W J d Lv C-4-i m 1:1 DRAWING NAME 0-C5.dvg SHEET Ho. C-5 ELECTRICAL NOTES 1.. ALL WORK IS TO COMPLY WITH THE LATEST EDITION OF THE 7. NATIONAL ELECTRIC CODE (N.E.C.) AND ANY LOCAL ORDINANCES, CODES, FALLS BELOW THIS LEVEL. AND ALL OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. SUPPLEMENTAL GROUND MAY CONSIST OF ONE OR MORE THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS OF THE FOLLOWING: 1) COUNTERPOISE, AND RELATED FEES. 2) LIFER GROUND, 2. ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER 8. THIS CONTRACT SHALL BE UNDERWRITERS LABORATORIES (U.L.) WELL IN EXTREMELY ADVERSE SOIL CONDITIONS. - LISTED, NEW, FREE FROM DEFECTS, AND SHALL BE GUARANTEED WHERE THE EXISTING BUILDING STEEL DOES NOT PROVIDE FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE AN EFFECTIVE GROUND RESISTANCE, BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP 9. DURING THIS PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR GROUND CONDUCTOR FROM ROOF MOUNTED BTS EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY EQUIPMENT LOCATIONS EITHER DOWN THROUGH THE MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT COST INSIDE OF THE BUILDING OR DOWN THE OUTSIDE OF THE TO THE OWNER. BUILDING, DEPENDING UPON OWNER PREFERENCE. MAIN 10. 3. ALL WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER AND MOUNTED EQUIPMENT IS ROUTED IN CONDUIT, SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. THE CONDUIT SHALL BE EFFECTIVELY GROUNDED TO THE CONTRACTOR SHOULD AVOID DAMAGE TO EXISTING UTILITIES WHEREVER GROUND CONDUCTOR AT BOTH ENDS OF THE CONDUIT. POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING (MONOPOLE INSTALLATIONS): AND PATCHING RELATED TO ELECTRICAL WORK, AND SHALL RESTORE ALL FOR INSTALLATIONS WHERE WOODEN STRUCTURES, EXISTING LANDSCAPING, SPRINKLER SYSTEMS, CONDUITS, WIRING, 11. PIPING, ETC. DAMAGED BY THE ELECTRICAL WORK TO MATCH EXISTING SEPARATE DOWNLEAD SHALL BE PROVIDED FROM THE 3 CONDITIONS. ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES TOTAL LOAD 12. 4. ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL POWER AND LIGHTING SYSTEMS, TELEPHONE AND COMMUNICATION SYSTEMS, PANEL BOARDS, CONDUIT, CONTROL WIRING, GROUNDING, ETC. AS INDICATED ON ELECTRICAL DRAWINGS AND/OR AS REQUIRED BY GOVERNING CODES. 5. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY EXISTING SITE LOCATIONS AND CONDITIONS AND UTILITY SERVICE REQUIREMENTS OF THE JOB, AND BY REFERENCE TO ENGINEERING AND EQUIPMENT SUPPLIERS DRAWINGS. SHOULD THERE BE ANY QUESTION OR PROBLEM CONCERNING THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH ANY WORK. 6. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY SERVICE PLANNERS AND OBTAIN ALL SERVICE REQUIREMENTS AND INCLUDE COSTS FOR SUCH IN THEIR BID. SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WITHSTAND GROUNDING AND RE -TEST UNTIL GROUND RESISTANCE RATING EQUAL TO OR EXCEEDING THE MAXIMUM AVAILABLE FAULT FALLS BELOW THIS LEVEL. CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SUPPLEMENTAL GROUND MAY CONSIST OF ONE OR MORE SECONDARY, THE INSULATION SHALL BE FREE FROM ANY SHORT OF THE FOLLOWING: 1) COUNTERPOISE, CIRCUITS AND GROUNDS. 2) LIFER GROUND, x 3) GROUND ROD AND/OR GROUND ALL WIRES SHALL BE STRANDED COPPER WITH THHN/THWN AND WELL IN EXTREMELY ADVERSE SOIL CONDITIONS. 600 VOLTS INSULATION. ALL GROUND CONDUCTORS TO BE PROPERLY WHERE THE EXISTING BUILDING STEEL DOES NOT PROVIDE SIZED COPPER. (STRANDED OR SOLID). AN EFFECTIVE GROUND RESISTANCE, STRUCTURAL STEEL AND TO THE EXISTING COLD WATER THEN THE CONTRACTOR SHALL PROVIDE A SEPARATE IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS GROUND CONDUCTOR FROM ROOF MOUNTED BTS SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE, EQUIPMENT LOCATIONS EITHER DOWN THROUGH THE SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE INSIDE OF THE BUILDING OR DOWN THE OUTSIDE OF THE HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL. BUILDING, DEPENDING UPON OWNER PREFERENCE. MAIN WHERE THE GROUND CONDUCTOR FROM THE ROOF SERVICE CONDUITS SHALL HAVE NO MORE THAN (3) -90' BENDS IN MOUNTED EQUIPMENT IS ROUTED IN CONDUIT, ANY SINGLE RUN. THE CONTRACTOR SHALL PROVIDE PULL BOXES THE CONDUIT SHALL BE EFFECTIVELY GROUNDED TO THE AS NEEDED WHERE CONDUIT REQUIREMENTS EXCEED THESE GROUND CONDUCTOR AT BOTH ENDS OF THE CONDUIT. CONDITIONS. PULL WIRES AND CAPS SHALL BE PROVIDED AT ALL (MONOPOLE INSTALLATIONS): SPARE CONDUITS FOR FUTURE USE. FOR INSTALLATIONS WHERE WOODEN STRUCTURES, 1 (E) MONOPOLE�II r TOWERS, CONCRETE SILOS ETC. ARE ENCOUNTERED A ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND SEPARATE DOWNLEAD SHALL BE PROVIDED FROM THE 3 100 M.P.H. WIND SPEED AND DESIGNED FOR OUTDOOR EXPOSURE. ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES TOTAL LOAD FROM THE COAXIAL CABLES. THE GROUND CONDUCTOR ALL COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE SHALL BE SECURELY FASTENED TO THE EXTERIOR OF A MINIMUM 36" SCH. BO RIGID RADIUS SWEEPS TO EQUIROT, PULLBOXES, OUTSIDE STRUCTURES WITH NONMETALLIC GROUND STRAPS MONOPOLE, ETC., UNLESS OTHERWISE NOTED, OR AS REQUIRED EVERY 10 FEET. AGAIN, AS FOR TENANT IMPROVEMENT BY UTILITY COMPANIES. PROJECTS, TEST THE GROUND RESISTANCE FOR MONOPOLE ELECTRIC LOAD SUMMARY INSTALLATIONS AND PROCEED PER THE ABOVE STEPS. 13. FUSE TYPE SHALL BE BUSSMAN RKI LOW PEAK FUSE (LPU-RK-100). #2 SERVICE l I (P) T -MOBILE CIMALK T -MOBILE+ 16. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK 14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH x-� } 1 CONCRETE PAD (B PHASE), RED (A PHASE), WHITE (NEUTRAL), AND AS -BUILT DRAWINGS TO THE OWNER. x GREEN (GROUND). 15. GENERAL GROUNDING CRITERIA 17. CONTRACTOR TO PROVIDE GUTTER TAP. 1ST STEP: GROUND TO EXISTING BUILDING l(E) 9.0 STRUCTURAL STEEL AND TO THE EXISTING COLD WATER 18. CONTRACTOR RESPONSIBLE TO CALL MISS UTILITY 48 HRs. LINE. (WHERE APPLICABLE) THEN TEST GROUNDING (N) PPC RACK PRIOR TO EXCAVATION OUTSIDE COMPOUND RESISTANCE TO WITHIN 1 TO 5 OHMS OVERALL GROUND 200 AMP 9.0 RESISTANCE. WHERE THE EFFECTIVE RESISTANCE MAIN 0.12 DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL 19. AN APPROVED INDEPENDENT LOCATOR MUST LOCATE x 1 (N) 15'INGRESS/EGRESS (E) UTILITIES WITHIN COMPOUND PRIOR TO EXCAVATION. (P) 15' X 15' #2 SERVICE l I (P) T -MOBILE CIMALK T -MOBILE+ ANG METER RACK GROUND - I CABINET ON (N) 10' x 15' LEASE AREA x-� } 1 CONCRETE PAD I DISCONNECT t OF PPC) x L I L J tJ 22 KA AIC (BACK 1.0 ' ' I (P) PPC & TELCO RACK l(E) 9.0 - W/ ELEC. METER (E) SBA FENCED x euLIDIN✓G (N) PPC RACK x COMPOUND I 200 AMP 9.0 i MAIN 0.12 1.0 ---- N x x 1 (N) 15'INGRESS/EGRESS x PROPERTY BOUNDARY I x AND UTILTY ROUTE i I (PARENT TRACT) \ I 1 (E) MONOPOLE�II r SWITCH I - (E) BACKBOARD 1 xl° TO LIGHT TOTAL LOAD 3p4, 1 pG-?"C 10 (E)6' HIGH ) !II E i BULIDINJG x LINK I CHAINe X I FENCE ' 'I f 'I IIx 1 ELECTRIC LOAD SUMMARY I I x -x x -j x I(N) - UTILITY i PROPOSED 5' ir II I (N) UNDERGROUND TELCO ROUTE ROUTE �ii II i WITH (N) 2-2" CONDUIT FROM (E) TELCO PEDESTAL TO (N) UTILITY f I 1 r FRAME APPROX. 125'± (E) TELCO X- x- X_ X PEDESTAL #1015 (E) POWERHEAD POWER(E' POWER POLE X - X _ _ OHP OHP--OHP-OHP X-OHP--^X�X�X�X-X-X_ OHP OHP- -nun (N) UNDERGROUND POWER ROUTE WITH (N) 1-2" CONDUIT FROM (E) POWER GRAPHIC SCALE POLE TO (N) UTILITY FRAME. 1Q 0 5 7020 40 APPROX, 124± TO SITE 2 ELEC/TELCO AREA E-1 SCALE: 1" = 20'-0" ( IN FEET ) lin. = 20 ft. x t y yyrr� �3r T -MOBILE CITYTALK GANNET ON (N) 10' x -_•' CONNETE PAD ,. ,�:•. Ni BULIOIN PROPERTY 806AIiRf1"' y� (PARENT TRACT) FROM POWER SERVICE #2 SERVICE DEMAND FACTOR DEMAND LOAD KVA AMPS ANG METER RACK GROUND - 0.57 ELECTRIC METER &MAIN 200 A/2P FrSERVICE DISCONNECT t OF PPC) RECEPTACLES 1) L I L J tJ 22 KA AIC (BACK 1.0 1.06 SQUARE 'D' BT'S #1 9.0 200A DISCONNECT - 9.0 31'3/0, 1#6G -2"C - ENLARGED VIEW OF (N) PPC RACK 120/240 VAC PPC MEMR AKER 200 AMP 9.0 37.6 MAIN 0.12 1.0 60A/2P 60A/2P 20A/1P 15A/1P 1.0 DEMAND LOAD WEATHER S PROOF LIGHT GFl REC. LIGHTING x 0.25 SWITCH 10- 2#12. 1/12G�-3/4 C TO LIGHT TOTAL LOAD 3p4, 1 pG-?"C 10 TO BTS 10 2'C. W/PULL WIRE FUTURE BTS BOND NEUTRAL & GROUND BUS IN MAIN SERVICE DISCONNECT 1 ELECTRIC LOAD SUMMARY 200 AREA OF SPACE (164) SF SERVICE VOLTAGE 120/240 V 10 (P) PPC & IV TELCO RACK V W/ ELEC. METER 1 1 1 L � I I (N) 15' INGRESS/EGRESS AND UTILTY ROUTE \ 1� (P) 15' x 15' T -MOBILE 1 LEASE AREA 1 1x V t (P) T -MOBILE 1 CABLE BRIDGE V fl i V I x X I I I I x i x I E N UNDERGROUNDOLE VPEx III r I r X ROUTE WITH (N) 1-2" III I CONDUIT FROM (E) POWER II 1 x POLE TO (N) UTILITY FRAME. I APPROX. 124± TO SITE I III i \-(E) I (N) UNDERGROUND TELCO ROUTE !II j ER W/EQUIPMENT� WffH (N) 2-2" CONDUIT FROM (E) 1 -TELCO PEDESTAL TO (N) UTILITY I I ? x71EI x X�1f X IFRAME APPROX. 125± I I I �(E) 8' HIGH f I II I SBA FENCED CHAIN LINK x I III I COMPOUND FENCE GRAPHIC SCALE a 0 4 a 16 sx 1 ELEC/TELCO SITE PLAN E-1 SCALE: 1/16" = 1'-0" ( IN FEET ) 1/16 in. = 1 ft. - T REVISIONS BY QO CONST. AD © REVIEW AD U CONNECTED LOAD KVA AMPS DEMAND FACTOR DEMAND LOAD KVA AMPS LIGHTING 175W HPS) 0.57 2.38 1.0 0.57 2.38 RECEPTACLES 1) 1.06 4.42 1.0 1.06 4.42 BT'S #1 9.0 37.6 1.0 9.0 37.6 BTS #2 9.0 37.6 1.0 9.0 37.6 TELCO PANEL 0.12 1.0 1.0 0.12, 1.0 DEMAND LOAD 19.75 83.0 LIGHTING x 0.25 19.75 83.0 TOTAL LOAD TOTAL SERVICE CAP. 1 1 200 (P) PPC & IV TELCO RACK V W/ ELEC. METER 1 1 1 L � I I (N) 15' INGRESS/EGRESS AND UTILTY ROUTE \ 1� (P) 15' x 15' T -MOBILE 1 LEASE AREA 1 1x V t (P) T -MOBILE 1 CABLE BRIDGE V fl i V I x X I I I I x i x I E N UNDERGROUNDOLE VPEx III r I r X ROUTE WITH (N) 1-2" III I CONDUIT FROM (E) POWER II 1 x POLE TO (N) UTILITY FRAME. I APPROX. 124± TO SITE I III i \-(E) I (N) UNDERGROUND TELCO ROUTE !II j ER W/EQUIPMENT� WffH (N) 2-2" CONDUIT FROM (E) 1 -TELCO PEDESTAL TO (N) UTILITY I I ? x71EI x X�1f X IFRAME APPROX. 125± I I I �(E) 8' HIGH f I II I SBA FENCED CHAIN LINK x I III I COMPOUND FENCE GRAPHIC SCALE a 0 4 a 16 sx 1 ELEC/TELCO SITE PLAN E-1 SCALE: 1/16" = 1'-0" ( IN FEET ) 1/16 in. = 1 ft. - T REVISIONS BY QO CONST. AD © REVIEW AD U rn a a } <Q co o A >: m m w x m ^ ^ m^^ z3 W~ C7 irt C �m z w o m lQSi o x d IL o W cn H rn O Loco } <Q Q N Z O Q Q c:' U _J U Y p N I U LJ I Lu M ir \ Os W J Q C4 m W cn DRAWN 6Y: AD :NECKED BY: 1:1 SHEET No. E-1 (E) TELC( SOUTH irk 1 mi — 001E iRMER NOTES: 1'-6" EK OF BACK OF-\\ ANTENNA ANTENNA O 0 Lo = O UNEXCAVATED 1.) ALL CONDUIT LENGTH SHALL BE FIELD MALE J MALE CONNECTOR VERIFIED. PORT 1 PORT 2 CONNECTOR o a o w 2.) INSTALL IN ACCORDANCE W/ LOCAL TELEPHONE CO. CONNEC PVC CONDUIT WC/') & NATIONAL ELECTRICAL CODE. 2 3' LONG PLUG 6' LONG SLA{�T SLANT 175 WATT SQUARE PVC CONDUIT ABOVE GRADE 3.) OVERHEAD ELECTRIC AND TELEPHONE HALOGEN LIGHT WITH CONDUIT SCHEDULE 80 PVS LINES TO BE INSTALLED BY LOCAL UTILITY. MOTION SENSOR COUPLING FOR CONTINUATION AND CONNECTION OF OVERHEAD ELECTRIC AND TELEPHONE SERVICE, REFER TO SURVEY. TIE-IN GRADE io CONNECTION TO BE PERFORMED BY POWER PRIMARYMOBILE COMPANY. BTS ELECTRIC METER REFER 2' RADIUS MIN PPC WEATHER PROOF DETAIL 5/E-2 LIGHT SWITCH (N) 2- 2" DIA TELCO CONDUITS -� (INCLUDING 1 FUTURE w/ PULL STRINGS & CAPS) (N) 1- 7 DIA ELEC. CONDUIT TYPICAL ELECTRICAL AND TELEPHONE RISER DIAGRAM N.T.S. NOTE: TYPICAL OF A DUAL POLE EMS ANTENNAS LAYOUT FOR SECTORS A, B. AND C USING 12 LINES (RED)(YELLOW) (BLUE) EXAMPLE SHOWN IS SECTOR ONE. GROUNDED (NEUTRAL) ENTRANCE CONDUCTOR _ SHALI BE A EMA 3R. SERVICERACEWAY_(TONP OR BOTTOM FEEO) GFI RECEPTACLE (UNDER WEATHER PROOF LIGHT SWITCH) \---(1)-2' DIA. POWER/TELCO CONDUITS TO SITE SUPPORT CABINET CONDUIT THROUGH CONCRETE PAD OR STEEL PLATFORM E-2 PVC SCHDULE E 2' RADIUS MIN. SIZE AS SHOWN ON LAYOUTS HORIZONTAL RUNS OF UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC 2 UNDERGROUND CONDUIT STUB -UP E-2 N.T.S. 1'-6" EK OF BACK OF-\\ ANTENNA ANTENNA O 0 Lo = O UNEXCAVATED U o< o w :A MALE J MALE CONNECTOR PORT 1 PORT 2 PORT 1 PORT 2 CONNECTOR o a o w r t I �I II I. ; �ti —I (2 TYPICAL) c TELEPHONE CO. CONNEC ' JUMPER WC/') JUMPE 2 3' LONG 6' LONG SLA{�T SLANT SLANT SLANT LEFT RIGHT LEFT RIGHT MALE GROUNDED (NEUTRAL) ENTRANCE CONDUCTOR _ SHALI BE A EMA 3R. SERVICERACEWAY_(TONP OR BOTTOM FEEO) GFI RECEPTACLE (UNDER WEATHER PROOF LIGHT SWITCH) \---(1)-2' DIA. POWER/TELCO CONDUITS TO SITE SUPPORT CABINET CONDUIT THROUGH CONCRETE PAD OR STEEL PLATFORM E-2 PVC SCHDULE E 2' RADIUS MIN. SIZE AS SHOWN ON LAYOUTS HORIZONTAL RUNS OF UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC 2 UNDERGROUND CONDUIT STUB -UP E-2 N.T.S. JUMPS NEUTRAL LAY IN 6' LONi LUG SHALL BE INSULATED FROM ENCLOSURE. FERMALEV � CONNECTOR -<M CONNECTOR "Y� MALEFERMA CONNECTOR-------CONNI MA MALE CONNECTOR �" JUMPER _ 3' LONG) CONI' FERMALE CONNECTOR� MALE CONNECTOR — TYPICAL DUAL POLE EMS ANTENNA LAYOUT DETAIL �E-2J N.T.S. NEUTRAL NOTE: BOND NEUTRAL AND GROUND BUS AT SERVICE DISCONNECT I V) I GROUND BUS pQ oF- L) U UJ UJ � J � N CLLd Ld TO ELECTRICAL SERVICE GROUND ROD ELEC. CONDUIT COMPACTED SAND 95% COMPACTED BACK FILL TO 95% PROCTOR DENSITY SELECT FILL METALLIC WARNINGTAPE ( 1 TYP.) 1NEXCAVATED ;OMPACT TO 95% STD 'ROCTOR DENSITY ;ELECT FILL _LEC. CONDUIT :OMPACTED SAND 95% 2) TELCO CONDUITS i WIDE TRENCH OR AS REQ'D BY POWER / TELEPHONE CO. SERVICE ENTRANCE GROUNDING 5 ELECTRICAL/TELCO TRENCH 4 E-2 N.T.S. E-2 N.T.S. w � No DWI P1 T1 !T2 NOTE LABEL EACH END OF CONDUITS: (P) POWER: 1 EA - 2" BAND OF RED TAPE (T1) TELC01: 1 EA - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA - 7' BAND OF ORANGE TAPE 6 CONDUIT LABELING E-$ N.T.S. REVISIONS 1'-6" 1'-6"MIN. 1'-6" O 0 Lo = O UNEXCAVATED U o< o w :A J r METALLIC WARNING TAPE OR AS REQ'D QO CONST. -III—I I �I I L" I I1 -t o a o w r t I �I II I. ; �ti —I (2 TYPICAL) c TELEPHONE CO. CONNEC (TYPICAL) noTSEERRVICEINDISCONNECT JUMPS NEUTRAL LAY IN 6' LONi LUG SHALL BE INSULATED FROM ENCLOSURE. FERMALEV � CONNECTOR -<M CONNECTOR "Y� MALEFERMA CONNECTOR-------CONNI MA MALE CONNECTOR �" JUMPER _ 3' LONG) CONI' FERMALE CONNECTOR� MALE CONNECTOR — TYPICAL DUAL POLE EMS ANTENNA LAYOUT DETAIL �E-2J N.T.S. NEUTRAL NOTE: BOND NEUTRAL AND GROUND BUS AT SERVICE DISCONNECT I V) I GROUND BUS pQ oF- L) U UJ UJ � J � N CLLd Ld TO ELECTRICAL SERVICE GROUND ROD ELEC. CONDUIT COMPACTED SAND 95% COMPACTED BACK FILL TO 95% PROCTOR DENSITY SELECT FILL METALLIC WARNINGTAPE ( 1 TYP.) 1NEXCAVATED ;OMPACT TO 95% STD 'ROCTOR DENSITY ;ELECT FILL _LEC. CONDUIT :OMPACTED SAND 95% 2) TELCO CONDUITS i WIDE TRENCH OR AS REQ'D BY POWER / TELEPHONE CO. SERVICE ENTRANCE GROUNDING 5 ELECTRICAL/TELCO TRENCH 4 E-2 N.T.S. E-2 N.T.S. w � No DWI P1 T1 !T2 NOTE LABEL EACH END OF CONDUITS: (P) POWER: 1 EA - 2" BAND OF RED TAPE (T1) TELC01: 1 EA - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA - 7' BAND OF ORANGE TAPE 6 CONDUIT LABELING E-$ N.T.S. REVISIONS I (2) TELCO) f O 0 Lo = O METER SOCKET AND CONDUIT JL 0 IF BOLTED HUB MAIN DISCONNECT 19' WIDE TRENCH > mm SELF BONDING HUB ENCLOSURE OR AS REQ'D QO CONST. IS USED BOND JUMPER BY POWER / MALE IS NOT REQUIRED TELEPHONE CO. CONNEC (TYPICAL) noTSEERRVICEINDISCONNECT WC/') o i a U- 0 0 W 2 JUMPS NEUTRAL LAY IN 6' LONi LUG SHALL BE INSULATED FROM ENCLOSURE. FERMALEV � CONNECTOR -<M CONNECTOR "Y� MALEFERMA CONNECTOR-------CONNI MA MALE CONNECTOR �" JUMPER _ 3' LONG) CONI' FERMALE CONNECTOR� MALE CONNECTOR — TYPICAL DUAL POLE EMS ANTENNA LAYOUT DETAIL �E-2J N.T.S. NEUTRAL NOTE: BOND NEUTRAL AND GROUND BUS AT SERVICE DISCONNECT I V) I GROUND BUS pQ oF- L) U UJ UJ � J � N CLLd Ld TO ELECTRICAL SERVICE GROUND ROD ELEC. CONDUIT COMPACTED SAND 95% COMPACTED BACK FILL TO 95% PROCTOR DENSITY SELECT FILL METALLIC WARNINGTAPE ( 1 TYP.) 1NEXCAVATED ;OMPACT TO 95% STD 'ROCTOR DENSITY ;ELECT FILL _LEC. CONDUIT :OMPACTED SAND 95% 2) TELCO CONDUITS i WIDE TRENCH OR AS REQ'D BY POWER / TELEPHONE CO. SERVICE ENTRANCE GROUNDING 5 ELECTRICAL/TELCO TRENCH 4 E-2 N.T.S. E-2 N.T.S. w � No DWI P1 T1 !T2 NOTE LABEL EACH END OF CONDUITS: (P) POWER: 1 EA - 2" BAND OF RED TAPE (T1) TELC01: 1 EA - 2" BAND OF ORANGE TAPE (T2) TELCO2: 2 EA - 7' BAND OF ORANGE TAPE 6 CONDUIT LABELING E-$ N.T.S. REVISIONS BY a� O 0 Lo = O 0 � m m O w m 0 y IoW 0 > mm W a � QO CONST. AD © REVIEW 1 AD U O a� O 0 Lo = O C7 z � m m O w m Q y IoW > mm W a � z m U u W 2 D o y x WC/') o i a U- 0 0 W � 0 O Z O 0 Lo = O O W eq Q Q Q eq Q Z 0 Q O U LLQ. Y J I ...0 �I L LJ M U Q W -Fi Ld J Q N WC/') em r—ol In, 0 ■ ■ ■ ■ E DRAWN BY: AD ONz - EO E Hld oAri IOLO 02 PLOT SCALE 1:1 DRAWM0 WME D-E2.dng SHEEP No. E-2 ANTENN COAXIAL CABLES HARD S GROUNC (N) EQUIPMENT X 2 I 2 MOLD NO. GROUND RINGG 1 + ] 1 #2 SOLID TO #2 SOLID PTC-1T1T I \\\✓� 5 SOLJD TO GROU-NDROD I x 1 c TO EQUIPMENTI 1 90 BRAIDED STRAP BOLTED TO GATE POSTS .5 _ _ GROUND UTBAR R I I ( )I x (E) GROUNDING TO FENCE POST (TYP.) (N) UTILITY FRAME w 0 o m Ue 4 � I _ (E) CHAIN LINK FENCE T-MOBILE5 (N) 10'x15' x LEASE AREA p 1 CONCRETE PAD I I N �; x -- _ _— J — —� LOWER ] SURGE ARRESTOR 2 ANTENNA GROUND BAR E-4 GROUND BAR REF. 5/ E4 x I 2 UPPER ANTENNA GROUND BAR FOR GROUNDING I 1 I I i x I " (D cD I 1 a I + 3 x + x c i CONNECT (N) I21) a 2 I I EQUIPMENT GROUND I x RING TO (E) TOWER x GROUND RING (TYP.2) I I I f � x CABLE TRAY I I(N) I � (E) TOWER x I x GROUND RING I 1 TYPICAL GROUNDING PLAN (E) CARRIER E-3 N.T.S. CAD WELD CONNECTIONS (DETAIL_ 1 SH£ET E4) NO. I DESCRIPTION MOLD NO. WELD 1 1 #2 SOLID TO #2 SOLID PTC-1T1T 65 5 SOLJD TO GROU-NDROD I GTC-1617 1 90 e; s s s �, s � q• a NO. DESCRIPTION PART NO. 3 #2 SOLID TO FENCE POST YA3CL-2TC38 4 #6 GREEN STRANDED 2 -HOLE COMPRESSION LUG YA3CL-2TC38 5 42 SOLID TO POST YA3CL-2TC38 6 BRAIDED STRAP BOLTED TO GATE POSTS BD18G92 + CHECK WITH PROJECT MANAGER FOR CONNECTION TYPE IF TABS ARE NOT PRESENT ON MONOPOLE OR TOWER. h -J LEGEND A CADWELD CONNECTION 6' x 5/8" COPPER CLAD GROUND ROD (8' MAX SEPARATION EQUALLY SPACED) ® TEST WELL & GROUND ROD (SEE DETAIL 6/E-4) ■ BURNDY CONNECTION c- #2 AWG TINNED SOLID BARE CU (GROUND RINGS SHALL BE 2'-6" BELOW GRADE) x CHAIN LINK FENCE TO TOWER SEE NOTE 4 2 I i rlvr►� Vl.vv�\V11\v L ..vim... BASE k E -3j N.T.S NOTES 1. AT CO -LOCATE SITES CONTRACTOR SHALL TIE TO EXISTING GROUND RINGS AT 2 POINTS ANDREPAIR ANY CUT OR DAMAGE TO GROUND RING. 2. EQUIPMENT GROUND BAR ONLY REQUIRED IF NOT SUPPLIED WITH BTS UNIT. 3. MIDDLE ANTENNA GROUND BAR REQUIRED IF CABLE RUN IS OVER 200'. 4. CONTRACTOR TO PROVIDE PVC CONDUIT SLEEVE FOR GROUND WIRES THROUGH PAD TO GROUND RING, & LOWER TOWER GROUND BAR ONLY. BETE PAD LEGEND D HARD SHELL GROUND KIT A CAD WELD CONNECTION a BURNDY CONNECTIONS O SURGE ARRESTOR REVISIONS BY U CONST. AD ® REMW AD U a� a < opo aaQcs' z c tom w > mm z _ 0 U7 U I W Mo z z `_ = -2 - w 0 o m Ue 0 2 d LL 0 m � DRAWN BI: AD CHECKED 9T: DATE 10/03/02 PLOTSCALE 1:1 DRAWING HANE 0—E3.dng SHEET No. E-3 O < opo aaQcs' OJ Oa O U t Y z _ 0 U7 U I W Mo Z w I w Q W J Of o Ue Q N J N DRAWN BI: AD CHECKED 9T: DATE 10/03/02 PLOTSCALE 1:1 DRAWING HANE 0—E3.dng SHEET No. E-3 NOTES: CADWELD "TYPES' SHOWN ARE EXAMPLES. CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. HEAT SHRINK ON GATES ONLY TYPE VBC 1 CADWELD DETAILS E-¢ SCALE: N.T.S. TYPE YGIBS TYPE KC TO FLAT SURFACE O p TYPE BDlBG92 Q TYPE YA3CL-2TC38 TYPE KC TO PIPE M BURNDY DETAILS E-4 SCALE: N.T.S. NOTES: 10 LYNCOLE (OR EQUIVALENT) XB -11 OR XB -12 COVER BOX < GND. AND ROD CONN. (5/8")—#2 SOL— CAD WELD TYPE GT CONNECTION CAD MOLD #GTC161T CAD WELD METAL #90 GENERAL: a) LOCATE GROUND ROD 2" OFF CENTER TO PROVIDE ADEQUATE WORKING SPACE. b) TOP. OF GROUND TEST WELL TO BE FLUSHED WITH FINISHED SURFACE. NOTE b �I r • GROUND RING ARM p9gl$1 GRAVEL FILL 3 TEST WELL DETAIL E-4 SCALE: N.T.S. NOTES: 1. CABLE BRIDGE NOT SHOWN FOR CLARITY. 2. CONTRACTOR TO COORDINATE W/ ANTENNA MANUF. ON ANTENNA & COAXIAL CABLE GROUND BAR SPACING FOR PROPER GROUNDING. DOWNLEAD CABLE TO LOWER AGB DOWNLEAD CABLE TO LOWER AGB MONOPOLE a CABLES TO -HARD SHELL GROUND KIT (TYP.) UPPER ANTENNA GROUND BAR MOUNTED TO TOWER BY ANGLE ADAPTOR WITH INSULATORS COAXIAL CABLES HARD SHELL GROUND KIT (TYP.) LOWER ANTENNA GROUND BAR O(LNOCATED (NSW I/O TOW R] OR 2 TINNED COPPER ENCASED IN 3/4" SCHED. 40 2 TINNED COPPER ENCASED IN 3/4" SCHED. 40 (TYP. 3 PLACES) 7 TYP. COAXIAL GROUNDING E_4 SCALE: N.T.S. RISER TO LIGHT 20DAMP 240V, 10 EMERGENCY GENERATOR RECEPTACLE WEATHER PROOF LIGHT SWITCH W/ OVERRIDE -,-____"N N i! m 1 GFI r RECEPTACLE 120V, 10 GROUND LEAD - 175 WATT SQUARE HALOGEN LIGHT W/MOTION SENSOR GFI RECEPTACLE 120V, 10--�l WEATHER PROOF LIGHT SWITCH 175 WATT SQUARE HALOGEN LIGHT W/MOTION SENSOR ,,,LT -MOBILE ELEC. METER HEAD PPC TELCO 200A 240V 10-j PLAN VIEW 1'-8" "U" BOLT UNISTRUT EMERG. GEN. T -MOBILE ELEC. 10" TO VERT. PIPES RECEPTACLE METER HEAD UNISTRUT 'T BE ADJUSTED AS NEEDED TO ACCOMODATE 7=pc===� TELCO METER & POSITION BOX ( IF USED) — :a I'': ►III � II �` I Ijl — J �I: - CADWELD TO GROUND RING TYPICAL {--� G • G G G G l` a EQUIPMENT USE CONCRETE GROUND BOOT (TYP,) 18.E RING NT ATi N s UTILITY FRAME E-4 SCALE: N.T.S. BURNDY CONNECTION TO RACK LEG TYPICAL 3"0 GALVANIZED STEEL PIPE SCH. 40 GROUND LEAD 3/8" GALV. LAG SCREWS GL -S0320 900 3/8" THREADED ° wAllow INSULATOR MT -520 12x4x1/4 BUSS BAR GB -0412.01 9 �� 3/8" SS LOCK ° ❑o$$ WASHER SW-LO3 i 9 °❑$g 3/8x3/4 SS o B a @ BOLT SB0306 °°°$°❑9$g°no$ �� #2AWGx8' TINNED WIRE °n❑$e 0 3/8" LAG SHIELD LS-GO3S r 3/80/4 SS BOLT '� SB -0306 r -1 1/4" U -FITTING MT -500 LEAD W/THERMOWELD MT -585--T (SIP' LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") SS ANGLE ADAPTOR AA -SL 5 GROUND AND BUSS BARS E-4 SCALE: N.T.S. 3/8" GALV LOCK WASHER GW -L03 23"x2" BUSS BAR ❑ MT -C6730.01 3/8" GALV NUT GN -03 ° 3/8x6 1/4" GALV ALL #2AWGxENNNEEDIWIRE ❑ ° THREAD ROD GD -03625 LEAD WEL MT -585-T LEADS SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") - 4 SURGE ARRESTOR GROUND BAR E-4 SCALE: N.T.S. PPC -20QA 240V 10 EMERG. GEN. RECEPTACLE WEATHER PROOF LIGHT SWITCH W/ OVERRIDE -GFI RECEPTACLE 120V, 10 88oao 1906,0 88 lv, oa aa,BBa- ARKAP:SAS i Z� r �r./�ROR� F -GIS TET~;ELD 1 P E-02sl,`.���:a3 .. 11%. _98771 r vs REVISIONS BY .0 0 0 0 QO CONST. AD 0 REVIEW► 110 U rn TYPE GR Il. C7 z TYPE VB (TOWER GROUNDING TAB) 1 CADWELD DETAILS E-¢ SCALE: N.T.S. TYPE YGIBS TYPE KC TO FLAT SURFACE O p TYPE BDlBG92 Q TYPE YA3CL-2TC38 TYPE KC TO PIPE M BURNDY DETAILS E-4 SCALE: N.T.S. NOTES: 10 LYNCOLE (OR EQUIVALENT) XB -11 OR XB -12 COVER BOX < GND. AND ROD CONN. (5/8")—#2 SOL— CAD WELD TYPE GT CONNECTION CAD MOLD #GTC161T CAD WELD METAL #90 GENERAL: a) LOCATE GROUND ROD 2" OFF CENTER TO PROVIDE ADEQUATE WORKING SPACE. b) TOP. OF GROUND TEST WELL TO BE FLUSHED WITH FINISHED SURFACE. NOTE b �I r • GROUND RING ARM p9gl$1 GRAVEL FILL 3 TEST WELL DETAIL E-4 SCALE: N.T.S. NOTES: 1. CABLE BRIDGE NOT SHOWN FOR CLARITY. 2. CONTRACTOR TO COORDINATE W/ ANTENNA MANUF. ON ANTENNA & COAXIAL CABLE GROUND BAR SPACING FOR PROPER GROUNDING. DOWNLEAD CABLE TO LOWER AGB DOWNLEAD CABLE TO LOWER AGB MONOPOLE a CABLES TO -HARD SHELL GROUND KIT (TYP.) UPPER ANTENNA GROUND BAR MOUNTED TO TOWER BY ANGLE ADAPTOR WITH INSULATORS COAXIAL CABLES HARD SHELL GROUND KIT (TYP.) LOWER ANTENNA GROUND BAR O(LNOCATED (NSW I/O TOW R] OR 2 TINNED COPPER ENCASED IN 3/4" SCHED. 40 2 TINNED COPPER ENCASED IN 3/4" SCHED. 40 (TYP. 3 PLACES) 7 TYP. COAXIAL GROUNDING E_4 SCALE: N.T.S. RISER TO LIGHT 20DAMP 240V, 10 EMERGENCY GENERATOR RECEPTACLE WEATHER PROOF LIGHT SWITCH W/ OVERRIDE -,-____"N N i! m 1 GFI r RECEPTACLE 120V, 10 GROUND LEAD - 175 WATT SQUARE HALOGEN LIGHT W/MOTION SENSOR GFI RECEPTACLE 120V, 10--�l WEATHER PROOF LIGHT SWITCH 175 WATT SQUARE HALOGEN LIGHT W/MOTION SENSOR ,,,LT -MOBILE ELEC. METER HEAD PPC TELCO 200A 240V 10-j PLAN VIEW 1'-8" "U" BOLT UNISTRUT EMERG. GEN. T -MOBILE ELEC. 10" TO VERT. PIPES RECEPTACLE METER HEAD UNISTRUT 'T BE ADJUSTED AS NEEDED TO ACCOMODATE 7=pc===� TELCO METER & POSITION BOX ( IF USED) — :a I'': ►III � II �` I Ijl — J �I: - CADWELD TO GROUND RING TYPICAL {--� G • G G G G l` a EQUIPMENT USE CONCRETE GROUND BOOT (TYP,) 18.E RING NT ATi N s UTILITY FRAME E-4 SCALE: N.T.S. BURNDY CONNECTION TO RACK LEG TYPICAL 3"0 GALVANIZED STEEL PIPE SCH. 40 GROUND LEAD 3/8" GALV. LAG SCREWS GL -S0320 900 3/8" THREADED ° wAllow INSULATOR MT -520 12x4x1/4 BUSS BAR GB -0412.01 9 �� 3/8" SS LOCK ° ❑o$$ WASHER SW-LO3 i 9 °❑$g 3/8x3/4 SS o B a @ BOLT SB0306 °°°$°❑9$g°no$ �� #2AWGx8' TINNED WIRE °n❑$e 0 3/8" LAG SHIELD LS-GO3S r 3/80/4 SS BOLT '� SB -0306 r -1 1/4" U -FITTING MT -500 LEAD W/THERMOWELD MT -585--T (SIP' LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") SS ANGLE ADAPTOR AA -SL 5 GROUND AND BUSS BARS E-4 SCALE: N.T.S. 3/8" GALV LOCK WASHER GW -L03 23"x2" BUSS BAR ❑ MT -C6730.01 3/8" GALV NUT GN -03 ° 3/8x6 1/4" GALV ALL #2AWGxENNNEEDIWIRE ❑ ° THREAD ROD GD -03625 LEAD WEL MT -585-T LEADS SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (96") - 4 SURGE ARRESTOR GROUND BAR E-4 SCALE: N.T.S. PPC -20QA 240V 10 EMERG. GEN. RECEPTACLE WEATHER PROOF LIGHT SWITCH W/ OVERRIDE -GFI RECEPTACLE 120V, 10 88oao 1906,0 88 lv, oa aa,BBa- ARKAP:SAS i Z� r �r./�ROR� F -GIS TET~;ELD 1 P E-02sl,`.���:a3 .. 11%. _98771 r vs REVISIONS BY .0 0 0 0 QO CONST. AD 0 REVIEW► 110 U rn a� a C7 z m m m omm c mom W m Z a x W 3 m Z w F m m w o Ue o m o x a LL 0 0 � W N rn J Q o 0 O_ ~ Ld QQ C7N n I pQ o (jZ U Lia. Y Z .�V �I W M0 QLLIL O aN_j m Ue N DRAWN BY: AD 1:1 DRAWING N"E 0—E4.dng SHEM Na. E-4 PIPE CAP (TYP. UPIPE -BOLT (TYP.) ANGLE IRO RIP STRUT U -BOLT (TYP COLUMN. MT -C6688 -B TRAPEZE TYP HANGERS BY ANTENNA CONTRACTOR FOR NEW AND PROPOSED ANTENNA CABLES USE PLATE TO CONNECT CABLE BRIDGE LEG TO CONCRETE SLAB SEE DETAIL 3/S-1 GROUND LEAD TO LEG 2'-0" PIPE CAP (TYP.) "ALPHA" 11 B ETA' "GAMMA" z 3" STD PIE (8P MAX SPACING) nUND LEVEL • I 1� 1� EN D VI EW D-1- CABLE BRIDGE TRAPEZE ASSEMBLY N.T.S. STRUCTURAL NOTES - q- R, PIE, & BOLT HILTI HIT C-100 (OR EQUAL) 1/2"0 i W/ 4 1/2" EMBED. MIN. (TYP. 4 PLACES) BOLT AT MIN OF 6" FROM EDGE OF CONCRETE I ° 3"0 STD PIPE ° o 1 T p, rr (:j:)PLATE DETAIL S-1 N.T.S. GENERALNOTES FOR TN TA All N OF CABLE 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 AND LEAD TAP 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 A 1" MAXIMUM LENGTH ABOVE THE GRIP STRUT COVER. 5. STABILIZER ANGLES ARE TO BE INSTALLED TO SHED WATER. 6. 1/2" THREADED ROD ATTACHES TO CONCRETE PAD BY SCREWING INTO A LEAD TAP ANCHOR PROVIDED BY THE CONTRACTOR. 7. STABILIZER ANGLES ATTACH TO THE CONCRETE PAD BY 2"x2" ANGLE CLIPS ANCHORED WITH 3/8" LAG BOLTS AND SHIELDS. 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 3rd 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, THEN 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 MANUFACTURERS' DIRECTIONS. 4. STRUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX CODES & STANDARDS - BETWEEN 5 AND 15 AND A LIQUID LIMIT LESS THAN 40. GRADATION 1. 2000 IBC OF MATERIAL SHALL BE AS FOLLOWS: 2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR NO PARTICLES GREATER THAN 3 INCHES STRUCTURAL CONCRETE, ACI 318-95 PERCENT PASSING NO. 4 SIEVE 40% - 80% 3. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, PERCENT PASSING NO. 40 SIEVE 10% - 50% ACI 302AR-89. PERCENT PASSING NO. 200 SIEVE LESS THAN 20% GENERAL a 5. STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS EXCEEDING 8 INCHES IN THICKNESS, WATERED AS REQUIRED AND PRIOR TO BEGINNING WORK, AND NOTIFY THE OWNER OF ANY COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY CONDITIONS DIFFERENT THAN THOSE SHOWN IN THE CONTRACT DENSITY AS DEFINED IN TXDOT TEST METHOD TXDOT-113-E AT A DOCUMENTS. MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND CONTENT. COORDINATION OF DIMENSIONS AND FOR THE PROPER FIT -UP OF L-1 M ix THE TOWER AND EQUIPMENT BUILDING FOUNDATIONS. 6. COMPACTION AND MOISTURE CONTENT OF SUBGRADE AND EACH LIFT z OF STRUCTURAL FILL SHALL BE INSPECTED AND APPROVED BY A 3. CONTRACTOR SHALL FOLLOW THE CONSTRUCTION GUIDELINES QUALIFIED ENGINEERING TECHNICIAN, SUPERVISED BY A PROVIDED IN THE GEOTECHNICAL REPORT. GEOTECHNICAL ENGINEER. STRUCTURAL FILL 1. SELECT STRUCTURAL FILL SHALL BE PLACED IN AREAS OF VOIDS CAUSED BY SITE- PREPARATION AND IN AREAS WHERE REQUIRED TO BRING GRADE TO PROPER ELEVATION. 2. PRIOR TO PLACING REQUIRED FILL MATERIAL, REMOVE FROM THE SITE ALL COBBLES, BOULDERS, AND VEGETATION, AS WELL AS OTHER DELETERIOUS MATERIALS, INCLUDING ANY LOOSE OR EXCESSIVELY ORGANIC MATERIAL FROM THE EXISTING SUBGRADE. THIS MATERIAL SHOULD BE STRIPPED TO A MINIMUM DEPTH OF 6 INCHES AND REMOVED FROM THE SITE. ALL EXPOSED SURFACES SHALL THEN BE INSPECTED BY PROBING, TESTING, AND PROOF - ROLLING AS SPECIFIED IN THE GEOTECHNICAL EXPLORATION REPORT. PROOF -ROLLING PROCEDURES SHOULD BE OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. 3. THE EXPOSED SUBGRADE SHOULD NOT BE ALLOWED TO DRY OUT PRIOR TO PLACING STRUCTURAL FILL. 7. PROVISIONS FOR DRAINAGE AND MAINTENANCE SHALL BE AS PER THE GEOTECHNICAL EXPLORATION REPORT. SLAB -ON -GRADE FOUNDATIONS 1. SLAB -ON -GRADE FOUNDATIONS ARE DESIGNED TO BEAR ON WELL COMPACTED, CLEAN FILL WITH AN ALLOWABLE BEARING CAPACITY OF 1.7 KSF FOR THE EQUIPMENT BUILDING, AS PER THE GEOTECHNICAL EXPLORATION REPORT. THE SELECT STRUCTURAL FILL SHALL BE A MINIMUM DEPTH OF 8 INCHES BELOW FINISHED GRADE ELEVATION AS PER GEOTECHNICAL EXPLORATION REPORT. 2. SLAB -ON -GRADE FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REQUIREMENTS AND ENGINEERING DESIGN FOR SITE PREPARATION, DRAINAGE, AND MAINTENANCE. 3. PLACE A 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED SOIL PRIOR TO PLACING FOUNDATION SLAB. 4. REFER TO PLANS FOR STIFFENED SLAB -ON -GRADE DIMENSIONS, THICKNESS, AND REINFORCING. W CHAMFER (TYP) 4 V (aIAV 6� 6" CONC. SLAB -ON -GRADE OVER 6" OF WELL COMPACTED CLEAN SELECT FILL: REINFORCED, #5 12" O.0 EACH WAY AT MID DEPTH. REFER TO GEOTECHNICAL REPORT FOR FILL REQUIREMENTS. 6"COMPACTED FILL 101 REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION 2 #5 TOP & BOTTOM #3 STIRRUPS ® 18" OC #3 MAT 12" OC CE #5 CORNER BARS TOP & BOTTOM { A } TYPICAL GRADE BEAM SECTION CAST IN PLACE CONCRETE I%;3WA TOPv&V BOTTOM �r I I IIS--t�-- -------- +--- - - - - - . -� III__ I r_��._�---_. I ISI � I II a�a: I r I I` I I TYPICAL CORNER BAR AT GRADE BEAM PLAN VIEW I II I I. 2 TYPICAL SLAB SECTION S-1 N.T.S. 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE', ACI 318-95 AND WITH "DEFAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI 315-80, REVISED 1986. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 301-89. 3. NO CONCRETE ADMIXTURES SHALL BE PERMITTED WITHOUT THE REVIEW OF THE ENGINEER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF THE FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. 5. PLACING OF CONCRETE IN PIERS SHALL BE THROUGH "ELEPHANT TRUNK' TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE CONCRETE DOES NOT EXCEED 6 FEET. ALTERNATE PLACEMENT METHODS OF CONCRETE, WITH OR WITHOUT ADMIXTURES, SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. 6. CAST IN PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A DESIGN STRENGTH OF 3,000 PSI AT 28 DAYS, AND A SLUMP BETWEEN 3" AND 5'. CONCRETE REINFORCING 1. REINFORCING STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS IN ACCORDANCE WITH A.S.T.M. SPECIFICATION A615 GRADE 60. 2. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 3. ALL HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO ACI DETAILING STANDARDS UNLESS SHOWN OTHERWISE. 4. IN BEAMS, SLABS, COLUMNS AND WALLS DETAIL REINFORCING AS FOLLOWS: a) LAP TOP REINFORCING BARS AT MID SPAN. b) LAP BOTTOM REINFORCING BARS AT THE SUPPORTS. c) LAP REINFORCING BARS 36 BAR DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE d) STAGGER SPLICING OF HORIZONTAL REINFORCING 48". e) PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUTSIDE FACES AND TOP AND BOTTOM OF INTERSECTING BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. 5. THE WELDING OF REINFORCING STEEL WILL NOT BE PERMITTED. 6. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON THE DRAWINGS: a) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" b) CONCRETE EXPOSED TO EARTH OR WEATHER i) #6 THROUGH #18 2A" ii) #5 AND SMALLER 1.5" 8. ALL REINFORCING ACCESSORIES SHALL BE STAINLESS STEEL, GALVANIZED, OR PLASTIC TIPPED. REVISIONS BY 0 h0 1� QO CONST. AD DA REVIEW _ AD U a o � �mm $mm Ld w ti o m 1:4 > m m •-I " U O (/') L-1 M ix F - 2 z o, �i t3 O O m U o x a Ll 0 DRAWN BY: AD 1:1 DRAWINGNAPE 0-SI.dsg SHEET No. S-1 3 oX oLd J _ Q Q a 04 I an Ld j -< �O C:) U Nj •-I " U O (/') L-1 M ix F - w I w - JF LLLJEk JQ m N J N U DRAWN BY: AD 1:1 DRAWINGNAPE 0-SI.dsg SHEET No. S-1