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HomeMy WebLinkAboutZ-7334 Map 2I N 5' ZING COATED 270 DEGREE HINGE WITH 2-1/2" X 1/4' FLAT HEAD SCREWS (HINGE5 ATTACHED ON THE IN51DE OF FENCE) — X Q CORNER POST 6" X 6' FINISHED COVER TOP OF FENCE WITH WOOD PLANK PER MANUFACTURER RECOMMENDATION a DESIGN FENCE ELEVATION i 56ALE: N.T.5. :OVER TOP OF =ENCE WITH WOOD 'LANK PER HANUFAGTURER RECOMMENDATION DE516N 18' MIN. DIA. CORNER DETAIL 3 SCALE: N.T.5. I'-6" FACEBOARD (NOMINAL) GATE P05T 6' X 6" (NOMINAL) . CRO55BOARD i 2' X 4' (NOMINAL) FOR CONSTRUCTION 1 10-06-02 O 4' GALVANIZED PLATES co WITH 1/2" CARRAOE BOLTS 9" LONG, 1-1/2" I.D. STEEL WITH HEX NUT, WASHER WOOD FENCE DETAILS AND LOCK WASHER SCALE: AS NOTED SECURITY LATCH WITH Fw--T# T02388 LOCK WELDED TO 4" GALVANIZED PLATES (SEE SECURITY LATCH DETAIL) 7ATE POST 6" X 6" (NOMINAL) m CAST IN PLACE CONCRETE FOUNDATION WELDED HOOK FOR LOCK TOP VIEW 1-3/8' DIA. &ALV. 50L ID IRON ROD. WITH 6' HANDLE I- X 6' FACEBOARD 5-1/2' (WARD;--\ 2' X 4" (NOMINAL) FIN15HED GRADE NOTE: VERIFY WITH LANDLORD COLOR AND TYPE OF STAINED FINISH PRIOR TO STAINING FENCE SECTION DETAIL 2 SCALE: N.T.S. 8" ZING COATED 210 DEGREE HINGE WITH 2-112'X 1/4" FLAT HEAD SCREWS (HINGES ATTACHED ON THE INSIDE OF FENCE)— 6' 9" 14' s' I GAST-IN-PLAGE GONGRETE FOUNDATION IO" DIA. MINI . 2' X 4" (NOMINAL) FIN15HED GRADE NOTE: VERIFY WITH LANDLORD COLOR AND TYPE OF STAINED FINISH PRIOR TO STAINING FENCE SECTION DETAIL 2 SCALE: N.T.S. 8" ZING COATED 210 DEGREE HINGE WITH 2-112'X 1/4" FLAT HEAD SCREWS (HINGES ATTACHED ON THE INSIDE OF FENCE)— SECURITY LATCH DETAIL 4 SCALE: N.7.5. COVER TOP OF FENCE WITH WOOD PLANK PER MANUFACTURER RECOMMENDATION a DESIGN I'-6" FACEEIOARD (NOMINAL) GATE POST 6" X 6" (NOMINAL) CR055BOARD 2' X 4' (NOMINAL) 4" GALVANIZED PLATES WITH I/2' CARRA6E BOLT5 WITH HEX NUT, WASHER AND LOCK WASHER SECURITY LATCH WITH LOCK WELDED TO 4' GALVANIZED PLATES (SEE SECURITY LATCH DETAIL) ci FINISHED GRADE a C D: GATE P05T 6" X 6' c7 (NOMINAL) L 0 z CAST IN PLACE C CONCRETE FOUNDATION GATE DETAIL � SCALE; N.T.5, J 1 ffm W-T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLMIOIS 80193 ph. 48471 895-3840 lax. 18471 895-9985 T ..Mobile w 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 6' 9" 14' s' - i 2 10-1402 FOR CONSTRUCTION 1 10-06-02 I FOR CLIENT REVIEW 1'-6' FACEBOARD (NOMINAL) AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 9" LONG, 1-1/2" I.D. STEEL WOOD FENCE DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR Fw--T# T02388 SHEET C-7 PIPE WELDED TO 4' GALV. 44" PLATE ON CENTER CRO55BOARD CRO55BOARD 2" X 4' (NOMINAL) I' -b' FACEBOARD (NOMINAL) X Q R055BOARD 2' X 4' (NOMINAL..) N 0 o v 0i 0 0 p CA5T IN PLACE m CONCRETE 4- GALVANIZED PLATES FOUNDATION WITH 1/2" CARRAGE BOLTS WITH HEX NUT, WASHER AND LOCK WASHER SECURITY LATCH DETAIL 4 SCALE: N.7.5. COVER TOP OF FENCE WITH WOOD PLANK PER MANUFACTURER RECOMMENDATION a DESIGN I'-6" FACEEIOARD (NOMINAL) GATE POST 6" X 6" (NOMINAL) CR055BOARD 2' X 4' (NOMINAL) 4" GALVANIZED PLATES WITH I/2' CARRA6E BOLT5 WITH HEX NUT, WASHER AND LOCK WASHER SECURITY LATCH WITH LOCK WELDED TO 4' GALVANIZED PLATES (SEE SECURITY LATCH DETAIL) ci FINISHED GRADE a C D: GATE P05T 6" X 6' c7 (NOMINAL) L 0 z CAST IN PLACE C CONCRETE FOUNDATION GATE DETAIL � SCALE; N.T.5, J 1 ffm W-T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, ILLMIOIS 80193 ph. 48471 895-3840 lax. 18471 895-9985 T ..Mobile w 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 i 2 10-1402 FOR CONSTRUCTION 1 10-06-02 I FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY ca p T E IDA A SA, TIERED P SSIONA 1 12/31/02 WOOD FENCE DETAILS DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR Fw--T# T02388 SHEET C-7 CHAIN LINK 4' OF x5"1 STONE MIRAFI 50OX COMPACT SUECRADE AND SURFACING TO PRODUCE AN UNYIELDING SURFACE - PROPERTY LINE LIMIT OF SURFACING f EXI5TING GRADE _SITE COMPOUND DETAIL 1 SCALE: N.T.S. FINISHED MATERIAL REQUIREMENTS PER SPECTRASITE SCOPE MATCH SLOPE III Ilk I I -I h7-1 l COMPACTED ROAD BASE MATERIAL REMOVE ORGANIC MATERIAL (3' MINIMUM) EARTH WORK 5UB&RADE GOMPAGTION A SELECT &RANULAR FILL O CONTRACTOR SHALL BE RE5PON515L=- FOR CLEARING a GRUBSINO THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT. 20'-0" 4' THICK (MIN) GA -6 STONE Z 4' THICK (MIN) GA -1 STONE SLOPE TO MAINTAIN TIVE OINA� NDMPDS TTOI905K PER �4" (MINJ �NEK 30" 4' (MINJ NEIN 6 MIL MIRIFI 500 NEED CONTROL FABRIC OR APPROVED EQUAL, APPROVED BY G.M. ( YARD AREA ONLY) SUITABLE UNDISTURBED SUBGRADE, REMOVE ALL ORGANIC MATERIAL OR UNSUITABLE MATERIAL, COMPACT TO 9O% (MIN). PER I.D.O.T. 5TD. NOTE: HEED CONTROL FABRIC SHALL BE USED UNDER ALL AREAS OF THE YARD, AS NOTED ON 51TE PLAN. YARD PAVEMENT DETAIL 2 SCALE: N.T5. MATCH SLOPE .n-,�.•.�..��.:arca.�.=�-��.�sfiris?:47�[+•k.'G��l.(N�l,?4':CT��L4fi © ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 9555 COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0-1551 OR WITHIN PLUS OR MINUS 5% OF OPTIMUM MOISTURE CONTENT, TYPICAL ACCESS ROAD CROSS SECTION 3 SCALE, N.75. U a O tr W7= W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURS. ILLINOIS 50103 ph. 18471 805-3840 fox. 18471 886-8885 To • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000' LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 I FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY ACCESS DRIVE & W COMPOUND DETAILS 0 o DATE: 09-28-02 z SCALE: AS NOTED o DRAWN: MJR U 3 W -T # T02388 m SHEET U i7 C 8 -------------------- NEW ! j GC: ITY METER I , r I RAr_ f I I- {{ x NEhl6RAVEL 1 l E RE COMPOUND . . . . . . . 1 l NEW T -MOBILE PPG 1 } I G 1NET AND TELCO I+ I{ I I } v�A RC MauNTE❑ T I NE METER RACK f I -MOBILE I1 - ` i -a" X 151-0' NEW 15moNopoLE 0" 0* X + I G NGRETE P Y I f X BY OTRAr1RN65 r 141H T-MO51LE — fff+ ER5 ! 5T5 EAUPWIFNT NEW T-M�BILE I ! lEHV-O' AB1NET5 ANEL AhJ,TEiINAS TED T f50' HIGH - - I. .' XkjOOD PR I VAGY rE. SEE c-� — l 1 — NEW 5O' X50 . . . . I f f f NEYV T -MOBILE — — y� L fA51 AREA f I X jEX16TING5 PERIMETER FENCE — — '� — I I Z 1-2' PVG UNDERGROUND xIc + — — • FOR FUTURE TELCO SERVICE I — — 1 -2' POWER RUN 2' l t 220'-0' I — — _ — — Ilf CONDUIT TO EXT5TIN — — — — UTILITY POLI I 1-2' PVC UNDERGROUNP 10'13" — l FOR TELCO 5ERVICE A r —I 'EXISTING UTILITY 1 * 220'-0' X X — r . � POLE TO BE iJTILl2 EXISTING TELEPHON — 1 f� r r f f4 PEDESTAL TO BE UTILIZED A L41 I�C CL. X r ��� � •L EXISTING OVERHEAD x UTILITY LINES EXISTING I < r L f UTILITY POLE L 1 1 • I� I r J • L. f O r I 1 �1. z 1 x I <� W I r o ff Ld I o I ~ � U I L1 •L1 I' z X 1 I L)i I 1• ~ I 1 L1 C � m L • 9� 0 I x 0 I �/. I f� v ENLARGED SITE PLAN NOf2TH SCALE: I' = 20'-0' a } a 0 y m W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCffAULMURG, R-UNCIS 60193 ph. 18471 895-3640 fo)L 10471 895»9985 T • mMobilew 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10.14-02 FOR CONSTRUCTION 1 10- 02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 5't p T E 010 AR A SAS REGI RED Sl0 E SG;NA OA 12/31/02 ELECTRIC / TELCO PLAN DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W T # T02388 SHEET E-1 ABBREVIATIONS AF6 - ABOVE FINISHED GRADE A,ys - AMERICAN MIRE 6AU6E BF6 - 13ELDN FINISHED GRAPE C - CONDUIT E6R - EXTERNA- 6ROUND RING 6ZP - 6ROUND MSB - MAIN 6FOUND BAR NEI_ - NATIONAL ELECTRICAL CODE No. - NUMBER PVL - POLYVINYL CHLORIDE T6B - TONER 6ROUND BAR TYP - TYPICAL NESS- NON FUSED SAFETY SNITCH Rs - R161D GALVANIZED STEEL UDA - UTILITY DISTRIBUTION ASSEMBLY LEGEND -T--T- TELEPHONE CONDUIT -E=E ELEGTRIGAL C.OtVU1T 6RQ/N•P KIRE 5ZE 6ROUND WIRE B 3 POWER CO. METER O EXOTHERMIC WIELD 20O AMP2• &ROUND ROD 4/0 INSPECTION HELL OMECHANICAL TWO HOLE LUIS Ill NON-FLISED D I SCONNEGT; 1 L I NE, Ll ENCLOSED og FUSED DI66ONNEGT;I LINE, LLJJ ENGLOSSP ® SPECIAL EQUIPMENT HOOK-UP E CONDUIT TERMINATION INSTALLED E BOLT NEN RAINPROOF METER CENTER. POWER COMPANY METER PROVIDED BY THE UTILITY COMPANY FOR INSTALLATION IN METER SOCKET (T -MOBILE) NEW 12O/24OV' 2P. 100 MIP CIRCUIT BREAKCR NEN TELCO CABINET MOUNTED ON RACK. - 11)-2- PVC FOR TELCO FUTURE (1)-2' PVL FOR TZLCO - NEK W1MING SERV 1 C@ No MORE THAN -15' FROM COMPANY POLE NEUTRAL MUST BE FW JZWD O4 BOTN ENpS KITH WMITE TAPE. NEUTRAL MAY BE BARE WIRE. A MIN. OP 7' OM• GAC -H CONOWTOR MUT EXTEi BEYOND MEATHERoEAD. MINIH114 OF TWO CONDUIT STRAPS R161P / INTERMEDIATE METAL (STEEL) . RI61P ALUMINUM, EMT. OR SCR. a0 PVC 6FEY CONDUIT MIT14 U.V. PRMTEr-TION SIZED PER TABLE. OVERHEAD SBRvIICE. MEATHOF MAIN GQOUNP WERE TO BE STAPLED TO THE POLE ANO SIZED PER TABLE •G-)"ToMEQ 15 . ISLE FOR SERVILE ENTRANCE MIRING AND CONDUIT. FULL NEUTRAL AND IL NEM250-2Q(bRED• C4_41P 5RDUND ROD 0 = ATD e4_AHP r 7: UPPER END OF GROUND ROD TO BE FLUSH WITH OR NOTES, BELOM GRAPE 1. CUSTOMER FACILITIES SHALL COMPLY KITH THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION. 2. ALL CONDUIT CONNECTIONS TO BE RAINTI6HT. 3. PHYSICAL LOCATION OF POLE AND ANY ADDITIONAL 6UTINS OR SUPPORT (IF NEEDED) WILL BE APPROVED BY THE COMPANY 4. ANY RECEPTACLE MUST BE A GROUND FAULT INTERRUPTING TYPE. 5. ADDITIONAL POLE HE16HT MAY BE REQUIRED TO MAINTAIN PROPER CLEARANCE PER SECTION 1.3 CLEARANCES. 6. NO UTILITY SERVICE LINES MILL BE INSTALLED OVER ANY STRUCTURES. T. A MAIN DISCONNECT 15 REQUIRED FOR SEVEN OR MOTE CIRCUIT BREAKERS. NEC 230-11. METER 512E CONDUIT SIZE h COPPER NEUTRAL (INSULATION HIRE PER NEQ 51 ZE 6RQ/N•P KIRE 5ZE TOO AMP C 02 i''^ 7, F_',.4U 20O AMP2• AR. On ) 4/0 2/0 .4 Liz 200 AMP 2-5' 4/0 � 14 CIU og a 500 kCm 1 950 kGm SEE NEC 02 CU '4 CCU ENP 2.S' f` 1 FLUSH M I TH OR BELOW 6RADE 1320 AMP 3' 500 kcm 1 350 kcm SEE NEC, C� E� s O , 1 O MOa 0 h NEN RAINPROOF METER CENTER. POWER COMPANY METER PROVIDED BY THE UTILITY COMPANY FOR INSTALLATION IN METER SOCKET (T -MOBILE) NEW 12O/24OV' 2P. 100 MIP CIRCUIT BREAKCR NEN TELCO CABINET MOUNTED ON RACK. - 11)-2- PVC FOR TELCO FUTURE (1)-2' PVL FOR TZLCO - NEK W1MING SERV 1 C@ No MORE THAN -15' FROM COMPANY POLE NEUTRAL MUST BE FW JZWD O4 BOTN ENpS KITH WMITE TAPE. NEUTRAL MAY BE BARE WIRE. A MIN. OP 7' OM• GAC -H CONOWTOR MUT EXTEi BEYOND MEATHERoEAD. MINIH114 OF TWO CONDUIT STRAPS R161P / INTERMEDIATE METAL (STEEL) . RI61P ALUMINUM, EMT. OR SCR. a0 PVC 6FEY CONDUIT MIT14 U.V. PRMTEr-TION SIZED PER TABLE. OVERHEAD SBRvIICE. MEATHOF MAIN GQOUNP WERE TO BE STAPLED TO THE POLE ANO SIZED PER TABLE •G-)"ToMEQ 15 . ISLE FOR SERVILE ENTRANCE MIRING AND CONDUIT. FULL NEUTRAL AND IL NEM250-2Q(bRED• C4_41P 5RDUND ROD 0 = ATD e4_AHP r 7: UPPER END OF GROUND ROD TO BE FLUSH WITH OR NOTES, BELOM GRAPE 1. CUSTOMER FACILITIES SHALL COMPLY KITH THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION. 2. ALL CONDUIT CONNECTIONS TO BE RAINTI6HT. 3. PHYSICAL LOCATION OF POLE AND ANY ADDITIONAL 6UTINS OR SUPPORT (IF NEEDED) WILL BE APPROVED BY THE COMPANY 4. ANY RECEPTACLE MUST BE A GROUND FAULT INTERRUPTING TYPE. 5. ADDITIONAL POLE HE16HT MAY BE REQUIRED TO MAINTAIN PROPER CLEARANCE PER SECTION 1.3 CLEARANCES. 6. NO UTILITY SERVICE LINES MILL BE INSTALLED OVER ANY STRUCTURES. T. A MAIN DISCONNECT 15 REQUIRED FOR SEVEN OR MOTE CIRCUIT BREAKERS. NEC 230-11. METER 512E CONDUIT SIZE ALUM HUM (INSUL.ATI PER MEL) COPPER NEUTRAL (INSULATION HIRE PER NEQ 51 ZE 6RQ/N•P KIRE 5ZE TOO AMP 2- 02 1 O4 7, F_',.4U 20O AMP2• AR. On ) 4/0 2/0 .4 Liz 200 AMP 2-5' 4/0 1 2/0 14 CIU 920 AMP 9' 500 kCm 1 950 kGm SEE NEC 02 CU ' _ S 'LF AS PHASE SERVICE TO PERMANENT LOCATION FOR A MOBILE SITE FROM AN OVERHEAD SOURCE MINIMUM 6- ROLmw OR 4' X6- T12�:tTw POLE OR EQUI VOLENT -� s METER DE51� T METAL ( INTERMEp1A7E 1 METAL (STEEL). R161P ALUMI NIM, EMT. OR 5LH. b0 1 PVC, 6REY COIDU I T WITH U.V. PROTEGTI WEATHERPROOF ENCLOSURE M I TH FUSE OR CIRCUIT 6ROUND HIRE TO BE FASTENED TO THE POLE AM SIZED PER TABLE BELOW - THREADED COUPLING, ADAPTER OR SLEEVE AS APPIQPPIATE ( ABOVE OQVUNP)- PROTECTIVE BUSHING Z R5GU I RED ON END OF y COMMIT UNJLE55 LOMPLETE CONDUIT ;01 SYSTEM i5 USED- NOTE, METERAND BREAKER MUST BE LABELED M/BLACK PLASTIC TA6 WWMITE LETTERS. LA6EL SHOULD READ T -MOBILE AND IMYAUPE ACORE55 OF SITE. AL. CABINET DI SCOW F'Y 5Mtt2 l TL7i. SAY C&REI� INTEGRATOR. N!D 1-2' PVC CONDUIT TO EXI5TI N6 TELCO BOX. SEE ELEC. AND TELCO PLAN THIS SHE FOR PETAI LS NEW BICE ENTRANCE 6ROUNP TO ROD �iLr+ 5Ef�Y! GE ENTRANCE 6R"`OUNP ROD ADDFM5 MUST BE MARKED ON POLE FOR LOCATION OF POLE CONSULT THE COMPANY. -36- RAD- FA.• -.T BEND ! IF PVL, 5C4ED 50 REW I RED) 1. TOMER FACILITIES SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION. 2. ALL CONDUIT GONN5rTIONS TO BE RAINTI6HT. 3. WHEN INSTALLING CONQUlT SYSTEM, CUSTOMER SHALL EXTEND CONDUIT TO POLE OR SYSTEM. CONSULT THE COMPANY FOR DETAILS. 4. LOCATION OF UNPEL `F .F.Q1N•D GABLES MUST BE IDENTIFIED PRIOR TO D1661146. MIN. CUSTOMER INSTALLATION MIRING SIZE FOR SINi60-E FAMILY DELL IHS METER CONDUIT ALUMINUM 15 GROUND rMER 51BLE FORa_.Es 51ZE fINSULATI (INSULATION HIRE AND CCNPU1T.NEUTRAL (1)-2' PVG IN FOR POWaBR ANDP PER HEC) REQUIRED. 50-24f b) SIZE lDO AMP 2" IT STRAP n 8' COPPER 200 A[•P a -AD 6ROUND IOD 4/O AND CLAMP '4 CCU ENP 2.S' asao R OOT O O BE 710 FLUSH M I TH OR BELOW 6RADE 1320 AMP 3' 500 kcm 1 350 kcm SEE NEC, C� E� • �W ;a -36- RAD- FA.• -.T BEND ! IF PVL, 5C4ED 50 REW I RED) 1. TOMER FACILITIES SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND AUTHORITIES HAVING JURISDICTION. 2. ALL CONDUIT GONN5rTIONS TO BE RAINTI6HT. 3. WHEN INSTALLING CONQUlT SYSTEM, CUSTOMER SHALL EXTEND CONDUIT TO POLE OR SYSTEM. CONSULT THE COMPANY FOR DETAILS. 4. LOCATION OF UNPEL `F .F.Q1N•D GABLES MUST BE IDENTIFIED PRIOR TO D1661146. MIN. CUSTOMER INSTALLATION MIRING SIZE FOR SINi60-E FAMILY DELL IHS METER CONDUIT ALUMINUM COPPER NEUTRAL GROUND SIZE 51ZE fINSULATI (INSULATION HIRE MIRE (1)-2' PVG IN FOR POWaBR 5❑ PER HEC) PER NEC) SIZE SIZE lDO AMP 2" 02 w4 Gl 200 A[•P 2- (AR, onl 4/O 210 '4 CCU 700 AMP 2.S' 4/0 710 iN4 CU 1320 AMP 3' 500 kcm 1 350 kcm SEE NEC, 02 CU ' . SAME AS PHASE DETAILS FOR TYPICAL SINGLE PHASE UNDERGROUND SERVICE TO A MOBILE SITE IN MT5 I50 KATY SQUARE HALO&EN ON SWITCH 6'x6'x 10'-O' CONCTETE P05T5 (EXTEND 9'-O' IN 6ROUND) f TYPICAL OF 2) 1 1/2 ' SQUARE U -CHANNEL MOUNTED W/ BOLTS TO POST -TELCO TERMIKAL CABI MLT F TAL NCS v 9 �.� 00 ANS COPPER FROM 6EMERATOR RECEPTACLE TO T-MOSILE 6ROUND R I N5. SERVICE RACK RISER DIAGRAM SCALE: N.T_5- SCOPE SHALL INCLUfS ALL LABOR. KATERIALS AND ^PPLIAW-'S k-Q.11RED FOR TME FU 3415W 145. INSTALLINS A.ND TE-.TIN6, COMPLETE ANO READY PCR OPERATi ON OF ALL PORK SHOWN ON THE PPA74IMG AND A5 SPECT FtEO 1N, 1. ELECTRIC SERVICE 2. CONDUIT AND RAC.EKAY 3. C4NDUGTO24 4. M15GELLANJE0U5 MATERIALS (SWITCHES, BOXES, ETC.) S. TELEPHONE SERV ICE 6. ALL HORN: SMALL BE DONE BY QUALIFIED PERSONNEL. CODES I NSTALLAT ICN SHALL COMPLY (IN EFFECT AT TIME OF CON•TRUGT) ON) TO THE REQUIREMENTS OF ALL RULE$ RE6ULATICNi AND CODES GP LOCAL, STATE, AND FEDERAL AUTHORITIES HAVING JUQ[AAICTICN. CON>1=0RM TO THE NAYIONLAL EI..ECTRICAL COVE AND ALL RULES, ORDINANCES OP THE SERVIN6 UTILITY COMPANIES. OBTAIN, PAY FOR AND DELIVER ALL PERMITS. CERT IPICATL{. OF INSPETTIONS ETC. R5WIR25P BT• THE AItrHCQI TI ES WAVING JURISPIGTI ONi. OH -I ALL GBRTI Ft GATES 70 ONNE32 AFTER FI HAL ACGEPTAW;£ OP WORK. TESTI N6 UPON 4470q-ETIOW OF THE I NSTA.L.LAY ION. OPERATE AND ADJUST ALL EQUIPMFJNT AN1P 5'YSTEMTa TO MEET SPECIFIED PER'�ORHAW-e R=JRRE:MENTS. ALL 7 TWIG SHALL EE OO'E BY GLIAL Ip IEP PER50NNE-- 6UARANTEE IN MU0I T I ON TO THE 6UARANT•EE OF THE EQUIPMENT BY THE MANUFACTURER. FOUR PEP5_TS OF MATEQUIERAL}AL1 OR IF�irPI 0CW�INe WRIINN16 A PERIOD OF ONE SIJ YEAR MWK FINAL ACCEPTANCE OF THE M%M &C TWE OWNER, FIEPAIR OR REPLACE ALL DEFECTIVE PARTS OR SYSTEM& OURINS THE 6VARAKTEE PERIOD KI7FGLIT EXPENSE TO TME OtER. ALL FIARlLV41'Ei: LLBR-Ti F.1CAYES AND SLIARANTEES F;gRh115HfED BY T7iE MIAMLIFAGTURERS 5F[ALL BE TURNED (NpTO ONE OM'[EFt. EXAMINATION OF SITE PRIOR TO BE6I INN IMI6 0.1AX THE CONTRACTOR SHALL V151T THE SITE OF THE ,LTB AND SMALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS ��R INSTALLATIONYTHHEPR PROVISIONS TO THE SrTHETOC�LWITH THE INTENT OF THIS PARA60AR1 HILL 1N NO MAY R=IEVE THE CONTRACTOR OF PERFORM I NS ALL MRTRC NECESSARY FOR A 44MMPLETE AND WORK I NMA SYSTEM OR SYSTEMS. MATERIAL AND EQUIPMENT MATERIAL AND EGIJ1FM1ENT IWTA1-LFR AS A PAW OF THE PERNWQENT I MI5TALLAT I ON SHALL 0E MEN UNLESS OTMERHI SE INDICATED OR SPEGI FIFO AND SHALL BE L15TF-D BY AN APPROVEO RE6(STVmD TeSTIN5 LABORATORY. FOR INSTALLATION IN EAALH PARTICULAR CAW W 5TANDA90S HAVE BEEN ESTASLt5HEP. ALL ELECTRICAL EGUIPMENT SMALL BE PROPERLY IDN:=TITIFIED AND H RK-ep INl.LUDiM4G HARNIN16 LABELS AND 516NA6E PL=R NEC.. CUTTIN6, PATCHING AND EXCAVATION: LOOROIKATION OF ALL SLEL'V[5. LMA5E5. ETC., KILL BE REQUIRED PRIOR TO THE CON5TRUCNOIN OF ANY PORTION OF THE WORK, ALL WTTIN6 AND PATCAIN6 OF WALLS. PARTITIONS FLOORS. AND GMASE5 IN COKCR E. MX)D, STEM OR NA5ONRY SMALL LEE PPNME AS PROVIDED ON THE PaAWIN6S. ND STRUCTURAL MEMBER HAY BE OUT WITHOUT APPROVAL FROM A STRUCTURAL EPRFiiNEER, ALL NELaV-•ARY EXCAVAT I? AND BACK PI LL I N6 INCIDENTAL DENTAL TO THE MORK UNLESS 5PECiFIGALLY NOTED ISE ON THE DRAMIN6. SMALL Be PR7VIPE.D BY THIS CONTRACTOR. LOAD C_A <J r AT I0Nl 11.52 YAM CONNECTED 0 120/240 VOLT, 11 11.52/240 44.75 AMPS 5ERVJ6E RACK CtONW IT TA RACEWAYS ALL CONDUCTORS SHALL BE INSTALLED IN coNoVIT. ALL CONDUIT SHALL 9E Rt6ID 6ALvANIZED STEEL, 5smEOLILE 4o PVC OR EL,FLTRICAUL METALLIC TUBING (EMTJ A5 INDICATED ON THE PRAN3W-S. WHERE INSTALLED ON ROOFS OR EXPOSED TO PAKAC£, ALL C4NPUIT SMWi 86- 9161D 6H.VANIIED STEEL OR EMT. ALUMINUM CONDUIT SHALL NOT BE ALLOWED. ENT WAY BE USED IN ALL OTHER ABOVE 62OUND LOCATIONS. LFNDB05RWNP CONDUITS SMALL BE R161D 6ALVANIZEP STEEL OR SCHEDULE 40 PVC AS INDICATED ON TMd PRAMIN6S. PROVIDE INSULATED 5USHINS FOR ALL CONDUIT TERMINATIONS. ALL ALL CONDUIT RUNS SMALL 115E APPROVED COUPLIN65 AND CONNECTORS- CONDUIT ONNECTORS.CO4DUIT RUNS IN A PET LOUT I ON SHALL HAVE WATERPROOF F 1 TT I NICE . PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE MIT14 NEC REGU REJiENTS. ALL CONDUITS SHALL BE SIZED AS REQU RED BY NEC. CONDUCTORS FURNISH ANP INSTALL ALL CONDUCTORS CALLED FOR ON THE PRAHINMS- ALL GONOUGTORS SMALL BE TYPE TMW4N/TM_HN..i. 1l5 DE6R5W INSULATION, RATED FOR 600 VOLTS. ALL CU3HOUCTO(LS %.SILL BE COPPER. THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOEP. ALL 617O[JGTOR5 SMALL 9E UL LISTED AND SMALL BE PROVI PED AND IN5TAL,LED A5 MJ -0'5. A, MINIHM MIRE SIZE 5R4LL BE 012 AKS. B. ALL CONPLr_TORS SIZE -b AND LARGER SMALL BE STRANDED, CONLDLIGTORS 51 ZED 0 10 AND SMALLER SHALL BE 50. I D OR STRANDED SXOEPT AS NOTED ON DRAMINr5. G•�1 INSTALL INS [�11AT€P PRESSURE OR HFIRE NUTISTI N6 BY T16MTW AND CONNECTIONS. D. CLHNaEC.T]ON FCR ■6 AK6 AND LARGER SmAL.L BE BY USE OF STEEL GRtWP-OM1 SLEEVES KITH NYLON INSULATOR - ALL CONOUC.TCRS SHALL BE COLOR GORED IN ACCORDANCE WITH NEC. STANDARDS. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDLA.TORS. 6ROUNDIN6 ALL ELECTRICAL NanWALS. RACEWAYS AND NON-GUR ENT CAF12R'ING PARTS CF ELECTRICAL EQUIPMENT AND ASSL'y_I^TEP ENCLOSURES SMALL BE SRCUMVDED (N ACCORDANCE WITH NEC ARTICLE 750. THIS 5W" INCLUDE NEUTRAL COHOLA.'.TORS- GONLTI I Y5. SUPPORTS. CCAS I N E'fS. BOXES. 6RDUNP 6ROIFD t3Y ONE POI NNYT OI.Y�T FOR EACH SYSTEM SMALL B@ PROVIDE 6ROUND CONDUCTOR IN ALL RACEKAYS. T-HOBILE SNAIL PROVIDE CONTRACTOR H(TH A COPY OP LATEST T -MOBILE STANDARD CANSTMZTION DETAILS. ALL CON'TROC.TION SHALL C[R PL, WITH LATEST T-HOBILE STANDARD CONSTRUCTION DET^[L5. UPON COMPLETION OF INSTALLATION. 11 SYSTEM TO BE TES7EP IN ACCORDANCE WITH T -MOBILE STANDARDS. ALL CX*4ELTION.S TO 6ROUND BAR AND 6ROUKD BAR MOUNNTIN65, IN;.LUDIN6 BOLTS, ANO TME POINTS OF 6011MACT BETWEEN DISSIMILAR P TAL5 MUST BE COATED WITH -NO-OX.' ALL MISCELLANEOUS NXN.CVRRENT C.VaiYIN6 METAL ON THE SERVICE RACr.5 SHALL BE BONDED USIN16 AM►s, BARE. TINNED. SOLID COPPER. COMNINr-TIONS SHALL BE EXOTHLra4�G MELD5- UTILITY SERVIGES CONTRACTOR 15 RESPONSIBLE FOR BRINGING POWER AND TELEPIAPRE SERVICES 30 TME LEASE PARCB. CONY' .TOR SKULL GCY:tDIMGTE A4,L REQUL RENEN'T5 KITH PLHf92 COMPANY ATD TEl.Ei5HL71E, COI'LpANY. LOMTTRJ.CTCR SHALE- INCLUDE THEW SERVICES IN HIS NOW MINIMUM MIRE 51Z-' BASED ON TOTAL ANTICIPATED SERVICE IS SHOW AS WELL AS APPWXIM M DISTANCE TO CLOSEST AVAILABLE SOVR',E. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, LLLINOIS 60193 ph. (8471 BBS -3640 fax. IB471 886.0886 T••Mobileor 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 1 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 1 3100 INTERSTATE30 LITTLE ROCK, AR 72206 PULASKI COUNTY ATE OA - SAS p F NA GI� Q` 12/31/02 ELECTRIC / TELCO PLAN DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET EM2 W riFICKlATT510N5 ❑1 wWIFAGITTIITOBP (2)-I' PVC TO BTS CABINETS �9 (1)-2- PVC IN FOR TELCO O (1)-2' PVG IN FOR POWaBR 5❑ (1)-2' R6S FOR POWER RACEWAYS ALL CONDUCTORS SHALL BE INSTALLED IN coNoVIT. ALL CONDUIT SHALL 9E Rt6ID 6ALvANIZED STEEL, 5smEOLILE 4o PVC OR EL,FLTRICAUL METALLIC TUBING (EMTJ A5 INDICATED ON THE PRAN3W-S. WHERE INSTALLED ON ROOFS OR EXPOSED TO PAKAC£, ALL C4NPUIT SMWi 86- 9161D 6H.VANIIED STEEL OR EMT. ALUMINUM CONDUIT SHALL NOT BE ALLOWED. ENT WAY BE USED IN ALL OTHER ABOVE 62OUND LOCATIONS. LFNDB05RWNP CONDUITS SMALL BE R161D 6ALVANIZEP STEEL OR SCHEDULE 40 PVC AS INDICATED ON TMd PRAMIN6S. PROVIDE INSULATED 5USHINS FOR ALL CONDUIT TERMINATIONS. ALL ALL CONDUIT RUNS SMALL 115E APPROVED COUPLIN65 AND CONNECTORS- CONDUIT ONNECTORS.CO4DUIT RUNS IN A PET LOUT I ON SHALL HAVE WATERPROOF F 1 TT I NICE . PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE MIT14 NEC REGU REJiENTS. ALL CONDUITS SHALL BE SIZED AS REQU RED BY NEC. CONDUCTORS FURNISH ANP INSTALL ALL CONDUCTORS CALLED FOR ON THE PRAHINMS- ALL GONOUGTORS SMALL BE TYPE TMW4N/TM_HN..i. 1l5 DE6R5W INSULATION, RATED FOR 600 VOLTS. ALL CU3HOUCTO(LS %.SILL BE COPPER. THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOEP. ALL 617O[JGTOR5 SMALL 9E UL LISTED AND SMALL BE PROVI PED AND IN5TAL,LED A5 MJ -0'5. A, MINIHM MIRE SIZE 5R4LL BE 012 AKS. B. ALL CONPLr_TORS SIZE -b AND LARGER SMALL BE STRANDED, CONLDLIGTORS 51 ZED 0 10 AND SMALLER SHALL BE 50. I D OR STRANDED SXOEPT AS NOTED ON DRAMINr5. G•�1 INSTALL INS [�11AT€P PRESSURE OR HFIRE NUTISTI N6 BY T16MTW AND CONNECTIONS. D. CLHNaEC.T]ON FCR ■6 AK6 AND LARGER SmAL.L BE BY USE OF STEEL GRtWP-OM1 SLEEVES KITH NYLON INSULATOR - ALL CONOUC.TCRS SHALL BE COLOR GORED IN ACCORDANCE WITH NEC. STANDARDS. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDLA.TORS. 6ROUNDIN6 ALL ELECTRICAL NanWALS. RACEWAYS AND NON-GUR ENT CAF12R'ING PARTS CF ELECTRICAL EQUIPMENT AND ASSL'y_I^TEP ENCLOSURES SMALL BE SRCUMVDED (N ACCORDANCE WITH NEC ARTICLE 750. THIS 5W" INCLUDE NEUTRAL COHOLA.'.TORS- GONLTI I Y5. SUPPORTS. CCAS I N E'fS. BOXES. 6RDUNP 6ROIFD t3Y ONE POI NNYT OI.Y�T FOR EACH SYSTEM SMALL B@ PROVIDE 6ROUND CONDUCTOR IN ALL RACEKAYS. T-HOBILE SNAIL PROVIDE CONTRACTOR H(TH A COPY OP LATEST T -MOBILE STANDARD CANSTMZTION DETAILS. ALL CON'TROC.TION SHALL C[R PL, WITH LATEST T-HOBILE STANDARD CONSTRUCTION DET^[L5. UPON COMPLETION OF INSTALLATION. 11 SYSTEM TO BE TES7EP IN ACCORDANCE WITH T -MOBILE STANDARDS. ALL CX*4ELTION.S TO 6ROUND BAR AND 6ROUKD BAR MOUNNTIN65, IN;.LUDIN6 BOLTS, ANO TME POINTS OF 6011MACT BETWEEN DISSIMILAR P TAL5 MUST BE COATED WITH -NO-OX.' ALL MISCELLANEOUS NXN.CVRRENT C.VaiYIN6 METAL ON THE SERVICE RACr.5 SHALL BE BONDED USIN16 AM►s, BARE. TINNED. SOLID COPPER. COMNINr-TIONS SHALL BE EXOTHLra4�G MELD5- UTILITY SERVIGES CONTRACTOR 15 RESPONSIBLE FOR BRINGING POWER AND TELEPIAPRE SERVICES 30 TME LEASE PARCB. CONY' .TOR SKULL GCY:tDIMGTE A4,L REQUL RENEN'T5 KITH PLHf92 COMPANY ATD TEl.Ei5HL71E, COI'LpANY. LOMTTRJ.CTCR SHALE- INCLUDE THEW SERVICES IN HIS NOW MINIMUM MIRE 51Z-' BASED ON TOTAL ANTICIPATED SERVICE IS SHOW AS WELL AS APPWXIM M DISTANCE TO CLOSEST AVAILABLE SOVR',E. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG, LLLINOIS 60193 ph. (8471 BBS -3640 fax. IB471 886.0886 T••Mobileor 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06-02 1 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 1 3100 INTERSTATE30 LITTLE ROCK, AR 72206 PULASKI COUNTY ATE OA - SAS p F NA GI� Q` 12/31/02 ELECTRIC / TELCO PLAN DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET EM2 ELEGTRIGAL NOTES 1. ALL WORK 15 TO COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (N.E.C.) AND ANY LOCAL ORDINANCES, CODES, AND ALL OTHER ADMINISTRATIVE AUTHORITIES HAV1N& JURISDICTION. THE CONTRACTOR SHALL FURNI5H AND PAY FOR ALL PERMITS AND RELATED FEES. 2. ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE UNDERWRITERS LA50RA70RIES (U.L.) LISTED, NEW, FREE FROM DEFECTS, AND SHALL BE 61JARANTF-EP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER OR HIS REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP DURIN6 THIS PERIOD DUE TO FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS AND LABOR TO CORRECT THE TROUBLE WITHOUT C05T 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 EXI5TIN6 UTILITIES WHEREVER POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTIN6 AND PATCHIN6 RELATED TO ELECTRICAL WORK, AND SHALL RESTORE ALL EXI5TIN6 LANDS(-AP1N6, SPRINKLER SYSTEMS, CONDUITS, NIRINI&, PIPIN6, ETC. DAvV6EO BY THE ELECTRICAL WORK TO MATCH EXI5TIN6 CONDITIONS. 4. ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL POKER AND L16HTIN6 SYSTEMS, TELEPHONE AND GOMMUNICATION SYSTEMS, PALL BOARDS, CONDUIT, CONTROL NIRIN6, 6ROJNDIN6, ETC. AS INDICATED ON ELECTRICAL DRYNIN65 AND/OR AS REQUIRED BY 6OVERNIN6 CODE5. 5. PRIOR TO INSTALLIN6 ANY ELECTRICAL NORK, THE CONTRACTOR SHALL V151T THE JOB SITE AND VERIFY EXISTIN6 SITE LOCATIONS AND CONDITIONS AND UTILITY SERVICE REQUIREMENTS OF THE JOB, AND BY REFERENCE TO EN6INEERIN6 AND EQUIPMENT 5UPPLIER5 DRAHIN65. SHOULD THERE BE ANY QUESTION OR PROBLEM GONCERNIN6 THE NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL BE OBTAINED BEFORE PROGEEDIN6 WITH ANY WORK. b. PROVIDE POWER AND TELEPHONE TO SERVILE POINTS PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY SERVICE PLANNERS AND OBTAIN ALL SERVICE REQUIREMENTS AND INCLUDE COSTS FOR SUCH IN THEIR BID. 'I. SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT HITH5TAND RATIN6 EQUAL TO OR EXGEEDIN6 THE MAXIMUM AVAILABLE FAULT CURRENT AT THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SECONDARY, THE INSULATION SHALL BE FREE FROM ANY SHORT CIRCUITS AND GROUNDS. b. ALL WIRES SHALL BE STRANDED COPPER WITH THHWTHWN AND 600 VOLTS INSULATION. ALL GROUND CONDUCTORS TO BE PROPERLY SIZED COPPER. (STRANDED OR SOLID). 9, IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE, SPECIFICATION OR CODE NHICH PRESCRIBES AND ESTABLISHES THE H16HEST STANDARD OF PERFORMANCE SHALL PREVAIL. 200 AMP MAIN bOA/ 2P (- bOA/ 2P(_ 2OA/ IPL- 15A/ I 2#12, 1#126-314'6 3#4, 1066-2'C, 2'6, W/PULL WIRE BOND NEUTRAL d 6ROUND BUS IN MAIN SERVILE DISCONNECT ELECTRIC DIAGRAM i SCALE: NOT TO SCALE WEATHER PROOF SWITCH 6FI REG. TO LI6HT TO BT5 FUTURE BTS AREA OF SPACE (164) SF 10. ANY51 N6LE hl3 f E LGON TORR 110 T=1151 HP Y I DE PUID.L BOXES IN AS NEEDER WHERE GOhID1JIT REOUSREHIEN7S EXCEED THEE CONDI TI ON5. PULL W I RES AND CAPS SHALL BE PRDVI DI=D AT ALL SPARE CZNDU175 FOR FUTURE USE. 11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO NITHSTAND 100 M.P.H. WIND SPEED AND PE516NED FOR OUTDOOR EXPOSURE. 12, ALL COAX, POWER AND TELEPHONE SYSTEH CONDUITS SHALL HAVE A MINIMUM 24` 56H. bO PVC RADIUS SWEEPS TO EQUIPMENT, PULL50XE5, MONOPOLE, ETC., UNLESS OTHERN15E NOTED, OR AS REQUIRED BY UTILITY COMPANIES. 13. FUSE TYPE SHALL BE BUS5MAN RKI LOW PEAK FUSE (LPL) -RK -100). 14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH AS -BUILT DRAWINGS TO THE ONNER. 15. GENERAL 6ROUNDIN6 CRITERIA 157 57ER: GROUND TO EXI5TIN6 BUILDIN6 STRUCTURAL STEEL AND TO THE EXISTING COLD WATER LINE. (WHERE APPLICABLE) THEN TEST 6ROUNDIN6 RESISTANCE TO WITHIN 1 70 5 OHMS OVERALL 6ROUND RESISTANCE. WERE THE EFFECTIVE RESISTANCE DOES N07 MEET THIS CRITERIA, PRVIDE SUPPLEMENTAL 6ROUNDIN6 AND RE -TEST UNTIL 6ROUND RESISTANCE FALLS FALLS SUPPLEMENTAL 6ROUND MAY CONSIST OF ONE OR MORE OF THE FOLLOWING 1) COUNTERPOISE, 2) UFER 6ROUND, 3) 6ROUND ROD AND/OR 6ROUND WELL IN EXTREMELY ADVERSE SOIL CONDITIONS. WHERE THE EXI5TIN6 BUILDIN5 STEEL DOES NOT PROVIDE AN EFFECTIVE &ROUND RE515TANCE, THEN THE CONTRACTOR SHALL PROVIDE A SEPARATE GROUND CONDUCTOR FROM ROOF MOUNTED BTS EQUIPMENT LOCATIONS EITHER DOWN THROUGH THE INSIDE OF THE BUILDING OR THE OUTSIDE OF THE HUILD1Nri. DEPENDIN6 UPON OWNER PREFERENCE. WHERE THE &RDUN0 CONDUCTOR FROM THE ROC= MOUNTED EGLJI PMENT 15 ROUTED IN CONDUIT, THE CONDUIT SHALL BE EFFECTIVELY GROUNDED TO THE 6ROUND CONDUCTOR AT BOTH ENDS OF THE CONDUIT. (MONOPOLE INSTALLATIONS): FOR INSTALLATIONS WHERE WOODEN STRUCTURES, TONERS CONCRETE 51 LOS, ETC.. ARE ENCOUNTERED A 5EPERATE DOWNLEAD SHALL BE PROVIDED FROM THE 3 ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES FROM THE COAXIAL CABLES. THE 6RDUND CONDUCTOR SHALL BE 5lURq_Y FASTENED TO THE EXTERIOR OF OUTSIDE STRUCTURES NITH NONMETALLIC 6ROUN0 STRAPS EVERY 10 FEET. A&IN, A5 FOR TENANT IMPROVEMENT PRO,)EC75. TEST THE &ROUND RE5I5TA1,16E FOR MONOPOLE INSTALLATIONS AND PROCEED PER THE ABOVE STEPS. 16, CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK (B PHASE) , RED (A PHASE) , WH 1 TE ( NEUTRAL) , AND 6REEN ( 6ROUND) . 11. CONTRACTOR TO PROVIDE 6UTTER TAP. lb. CONTRACTOR RESPONSIBLE TO GALL MI55 UTILITY 48 HR5 TO EXCAVATION OUTSIDE THE COMPOUND. 19. AN INDEPENDENT LOCATOR MUST LOCATE (E) U71LITIES WITHIN A COMPOUND PRIOR TO EXCAVATION. 5ERVICE VOLTA6E 120/240 V I(P OWER SERVICE (E) METER #2 SERVICE-,' xIXi A/2P (TYP.)�ER RACK 6ROUND 1.0 0.51 ELECTRIC, METER l MAIN RECEPTAGLFS f1) 1 1.06 SERVICE DI SCONNEGT 22 KA AIC JE 1.0 1.06 SQUARE 'D. ENLARGED VIEW OF q.0 200A DISCONNECT METER/BREAKER q.0 3#3/0, 1066-2'G i3 f5 $12 q.0 120/240 VAC, PPG 1.0 200 AMP MAIN bOA/ 2P (- bOA/ 2P(_ 2OA/ IPL- 15A/ I 2#12, 1#126-314'6 3#4, 1066-2'C, 2'6, W/PULL WIRE BOND NEUTRAL d 6ROUND BUS IN MAIN SERVILE DISCONNECT ELECTRIC DIAGRAM i SCALE: NOT TO SCALE WEATHER PROOF SWITCH 6FI REG. TO LI6HT TO BT5 FUTURE BTS AREA OF SPACE (164) SF 10. ANY51 N6LE hl3 f E LGON TORR 110 T=1151 HP Y I DE PUID.L BOXES IN AS NEEDER WHERE GOhID1JIT REOUSREHIEN7S EXCEED THEE CONDI TI ON5. PULL W I RES AND CAPS SHALL BE PRDVI DI=D AT ALL SPARE CZNDU175 FOR FUTURE USE. 11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO NITHSTAND 100 M.P.H. WIND SPEED AND PE516NED FOR OUTDOOR EXPOSURE. 12, ALL COAX, POWER AND TELEPHONE SYSTEH CONDUITS SHALL HAVE A MINIMUM 24` 56H. bO PVC RADIUS SWEEPS TO EQUIPMENT, PULL50XE5, MONOPOLE, ETC., UNLESS OTHERN15E NOTED, OR AS REQUIRED BY UTILITY COMPANIES. 13. FUSE TYPE SHALL BE BUS5MAN RKI LOW PEAK FUSE (LPL) -RK -100). 14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH AS -BUILT DRAWINGS TO THE ONNER. 15. GENERAL 6ROUNDIN6 CRITERIA 157 57ER: GROUND TO EXI5TIN6 BUILDIN6 STRUCTURAL STEEL AND TO THE EXISTING COLD WATER LINE. (WHERE APPLICABLE) THEN TEST 6ROUNDIN6 RESISTANCE TO WITHIN 1 70 5 OHMS OVERALL 6ROUND RESISTANCE. WERE THE EFFECTIVE RESISTANCE DOES N07 MEET THIS CRITERIA, PRVIDE SUPPLEMENTAL 6ROUNDIN6 AND RE -TEST UNTIL 6ROUND RESISTANCE FALLS FALLS SUPPLEMENTAL 6ROUND MAY CONSIST OF ONE OR MORE OF THE FOLLOWING 1) COUNTERPOISE, 2) UFER 6ROUND, 3) 6ROUND ROD AND/OR 6ROUND WELL IN EXTREMELY ADVERSE SOIL CONDITIONS. WHERE THE EXI5TIN6 BUILDIN5 STEEL DOES NOT PROVIDE AN EFFECTIVE &ROUND RE515TANCE, THEN THE CONTRACTOR SHALL PROVIDE A SEPARATE GROUND CONDUCTOR FROM ROOF MOUNTED BTS EQUIPMENT LOCATIONS EITHER DOWN THROUGH THE INSIDE OF THE BUILDING OR THE OUTSIDE OF THE HUILD1Nri. DEPENDIN6 UPON OWNER PREFERENCE. WHERE THE &RDUN0 CONDUCTOR FROM THE ROC= MOUNTED EGLJI PMENT 15 ROUTED IN CONDUIT, THE CONDUIT SHALL BE EFFECTIVELY GROUNDED TO THE 6ROUND CONDUCTOR AT BOTH ENDS OF THE CONDUIT. (MONOPOLE INSTALLATIONS): FOR INSTALLATIONS WHERE WOODEN STRUCTURES, TONERS CONCRETE 51 LOS, ETC.. ARE ENCOUNTERED A 5EPERATE DOWNLEAD SHALL BE PROVIDED FROM THE 3 ANTENNAS SEPARATED BY A MINIMUM OF 12 INCHES FROM THE COAXIAL CABLES. THE 6RDUND CONDUCTOR SHALL BE 5lURq_Y FASTENED TO THE EXTERIOR OF OUTSIDE STRUCTURES NITH NONMETALLIC 6ROUN0 STRAPS EVERY 10 FEET. A&IN, A5 FOR TENANT IMPROVEMENT PRO,)EC75. TEST THE &ROUND RE5I5TA1,16E FOR MONOPOLE INSTALLATIONS AND PROCEED PER THE ABOVE STEPS. 16, CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK (B PHASE) , RED (A PHASE) , WH 1 TE ( NEUTRAL) , AND 6REEN ( 6ROUND) . 11. CONTRACTOR TO PROVIDE 6UTTER TAP. lb. CONTRACTOR RESPONSIBLE TO GALL MI55 UTILITY 48 HR5 TO EXCAVATION OUTSIDE THE COMPOUND. 19. AN INDEPENDENT LOCATOR MUST LOCATE (E) U71LITIES WITHIN A COMPOUND PRIOR TO EXCAVATION. 5ERVICE VOLTA6E 120/240 V I(P ELECTRIC LOAD SUMMARY SCALE: NOT TO SCALE NOTE LABEL EACH END OF CONDUITS: ( P) POKER: I EA - 2' BAND OF RED TAPE (TO TELCOI: I EA - 2' BAND OF ORAN6E TAPE (T2) TELCO2: 2 EA - 2' BAND OF ORANGE TAPE CONDUIT LABELING 3 SCALE: NOT TO SCALE C 0 0 v ffm W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 898-3840 1a:. 18471 896-9986 T : sMobile w 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10.14-02 FOR CONSTRUCTION 1 10 Ofr02 FOR CLIENT REVIEW ARI 005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY s -%NTE OA, AR A $A RE ERE D SSI N B SIGN 12/31/02 ELECTRICAL NOTES DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 i SHEET E - 3 CONNECTED LOAD KVA AMPS DEMAND FACTOR DEMAND LOAD KVA AMPS L16HTIN6 (115W FPS) 0.51 2.3b 1.0 0.51 2.35 RECEPTAGLFS f1) 1 1.06 4.42 1.0 1.06 4.42 BT5 #I q.0 31.6 1.0 q.0 3'1.b i3 f5 $12 q.0 31.b 1.0 q.0 31.6 TELCO PANEL/REG. 0.12 1.0 1.0 . 0.12 1.0 TOTAL LOAD 20.32 52.b 20.32 62.8 70TAL 5ERVICE CAP. 200A 200A ELECTRIC LOAD SUMMARY SCALE: NOT TO SCALE NOTE LABEL EACH END OF CONDUITS: ( P) POKER: I EA - 2' BAND OF RED TAPE (TO TELCOI: I EA - 2' BAND OF ORAN6E TAPE (T2) TELCO2: 2 EA - 2' BAND OF ORANGE TAPE CONDUIT LABELING 3 SCALE: NOT TO SCALE C 0 0 v ffm W -T COMMUNICATION DESIGN GROUP, LLC 39 E SCULLY DRIVE SCHAUMBURG, ILLINOIS 80193 ph. 18471 898-3840 1a:. 18471 896-9986 T : sMobile w 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10.14-02 FOR CONSTRUCTION 1 10 Ofr02 FOR CLIENT REVIEW ARI 005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY s -%NTE OA, AR A $A RE ERE D SSI N B SIGN 12/31/02 ELECTRICAL NOTES DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 i SHEET E - 3 NOTE: ONLY ONE SECTOR 15 SHOWN FOR CLARITY L.N.A. (TYP) - 2 PER SECTOR SIGNAL GABLES 4ARD SHELL 3ROUND KIT (TYP) TYPICAL ANTENNAS (REFER TO DTL. 2/C-3 FOR NUMBER, ORIENTATION, AND LABELING) UPPER A65 LOCATED ® TOP OF MOUNTING STRUCTURE BELOW GROUND KITS MOUNT DIRECTLY TO TOWER WITH NO GROUND INSULATORS MICROWAVE DISH (TYPICAL) IF APPLICABLE SURGE ARRESTOR GROUND BAR. LOCATED IN GABLE TRAY, WITHIN 24 - OF BT5 1/0 PORT (SEE 3/G-5) SURSE ARRESTOR (TYPICAL) USE MODEL NO. MT-G6130D1 NOTE 4; TYPICAL EACH CABLE TRAY 5UPPORT7 4 6 G G G EQUIPMENT — GROUND RING LEGEND G HARD SHELL SEE NOTE 4 LOWER AGB LOCATED AT BOTTOM OF COAX (FUTURE) SURGE ARRESTOR (2 FUTURE) G G- MOUNTIN6 STRUCTURE GAD WELD CONNECTION BEFORE 1► ► TOWER GABLE BEND TO TOWER GROUND RING BASE SURGE SURGE ARRESTOR GROUND BAR. LOCATED IN GABLE TRAY, WITHIN 24 - OF BT5 1/0 PORT (SEE 3/G-5) SURSE ARRESTOR (TYPICAL) USE MODEL NO. MT-G6130D1 NOTE 4; TYPICAL EACH CABLE TRAY 5UPPORT7 4 6 G G G EQUIPMENT — GROUND RING LEGEND O HARD SHELL GROUND KIT COAX (FUTURE) SURGE ARRESTOR (2 FUTURE) A USE MODEL NO. MT -C6750.01 GAD WELD CONNECTION ■ BURNDY CONNECTIONS O �\ v— SURGE 141 ARRESTOR SERVICE ������ DISCONNECT LIP� E F�E TELCO r E GABINE 5 5 SERVICE GROUND ROD TYPICAL RISER GROUNDING DIAGRAM 5r—ALE: NOT TO SCALE W7= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCALLY DRIVE SCHAUMBURG. ILLINOIS 80103 ph. 18471 895-3640 fax. 18471 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW ARI 0053 OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 90 p TE OA - AR SAS ER PR 55i B sdu 0A _ 12/31/02 LGROUNDING RISER f DIAGRAM DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET E-4 NOTES: 1) AT GO -LOCATE SITES CONTRACTOR SHALL TIE TO EXISTING GROUND RINGS AT 2 POINTS ANOREPAIR ANY GUT OR DAMAGE TO GROUND RING. BTS BT5 F TORE B f5 2) EQUIPMENT GROUND BAR NPME T QUIPME T EIGUIPMEN, ONLY REQUIRED IF NOT EQUIFTI Isr 5UPPLIED WITH BTS UNIT. PLATFORM 3) MIDDLE ANTENNA GROUND BAR REQUIRED IF GABLE RUN 15 OVER 2001. 4) CONTRACTOR TO - EQUIPMENT N) GROUND LEAD FOR FUTURE BTS PROVIDE PVC CONDUIT SLEEVE FOR GROUND BAR GROUND WIRES THROUGH PAD (SEE NOTE 2) TO GROUND RING, d LOWER G TOWER GROUND BAR ONLY. c - SEE NOTE 4 i-1 H f -s W TO GATE POSTS (2) U TO FENCE POST � CORNERS (4) J CL O of CD Z S2 cn W 0 z 0 a U Z D 0 U W7= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCALLY DRIVE SCHAUMBURG. ILLINOIS 80103 ph. 18471 895-3640 fax. 18471 895-9985 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW ARI 0053 OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY 90 p TE OA - AR SAS ER PR 55i B sdu 0A _ 12/31/02 LGROUNDING RISER f DIAGRAM DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET E-4 GAD yJEs<>a COhINEGTIONS L2tTAI I DH -41 NO. DESCRIPTION MOLD NO. WELD NO. 1 #2 SOLID TO #2 SOLID PTC-ITIT 65 2 #2 SOLID TO GROUND ROD GTC-161T 90 3 02 50LID TO FENCE P05T VBC TEST WELL GROUND NO. DESCRIPTION PART NO. 4 #6 GREEN 5TRANDED 2 -HOLE COMPRESSION LUG CADWELD CONNECTION 5 #2 SOLID TO POST, OTHER THAN FENCE P05T KG 6 BRAIDED STRAP BOLTED TO GATE POSTS BDI&692 NOTE. CHECK WITH PROJECT MANAGER FOR CONNECTION TYPE IF TABS ARE NOT PRESENT ON MONOPOLE OR TOHER. I I I CADWELD O I -ADI; MONO PLE GROUND NG LONER MONOPOLE X GROUND BAR NEH 150'-0' 2 I MONOPOLE G 4 4 I f EST WE L 171 01 1 cpX d 4 d i i NEN GROUND 4 4 c a 0TEST WELL it d D 2 1 f " r r k a � e �. + X NEW T -MOBILE EQUIPMENT ON MTS NEN COLLECTOR 10' X IS' CONCRETE I PAD 2 ` I l MOI D OUND BAR TEACH ANTENNA ARRAY BOND EACH BT5 CABINET I TO GROUND RING NE �11DT-MOESILE 24 EILROUNO BRIE H GROUND RING MONOPOLE "PER EACH 44 X I SECTION OF { C E BRIDGE i} J J I D_ K l Z W 0 l Z X I o SITE GROUNDING PLAN______o 5CALE: 1"=5'-O' %i a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMSURM ILLINOIS 00193 ph 1947) 895-3540 tax. 18471 595-9985 T m Mobile le 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR10053 OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY y', A T E 0k AR A SAS I TER p SSI 9A J DATE: 12/31/02 GROUNDING PLAN - DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR U ~ W -T # T02388 } m SHEET U NfJF2TH E m5 a U LEGEND CADWELD CONNECTION W x 5/8" COPPER CLAD GROUND ROD (8' MAX SEPARATION, EQUALLY SPACED) d ROD TEST WELL GROUND BURNDY CONNECTION G #2 AWG TINNED SOLID BARE GU (GROUND RINGS SHALL BE 2'-(:-' BELOW GRADE) X X CHAIN LINK FENCE I I I CADWELD O I -ADI; MONO PLE GROUND NG LONER MONOPOLE X GROUND BAR NEH 150'-0' 2 I MONOPOLE G 4 4 I f EST WE L 171 01 1 cpX d 4 d i i NEN GROUND 4 4 c a 0TEST WELL it d D 2 1 f " r r k a � e �. + X NEW T -MOBILE EQUIPMENT ON MTS NEN COLLECTOR 10' X IS' CONCRETE I PAD 2 ` I l MOI D OUND BAR TEACH ANTENNA ARRAY BOND EACH BT5 CABINET I TO GROUND RING NE �11DT-MOESILE 24 EILROUNO BRIE H GROUND RING MONOPOLE "PER EACH 44 X I SECTION OF { C E BRIDGE i} J J I D_ K l Z W 0 l Z X I o SITE GROUNDING PLAN______o 5CALE: 1"=5'-O' %i a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMSURM ILLINOIS 00193 ph 1947) 895-3540 tax. 18471 595-9985 T m Mobile le 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR10053 OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY y', A T E 0k AR A SAS I TER p SSI 9A J DATE: 12/31/02 GROUNDING PLAN - DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR U ~ W -T # T02388 } m SHEET U NfJF2TH E m5 a U GRAD FOAM SEAL 314' 5LHED. 40 P.VL. TYPICAL FROM EQUIPMENT, POLE, OR PLATFORM C TYPICAL GROUND #2 EK.H CADHELDWIPE FOAM SEAL v PIPE END _ `" c r MIN. ,f 30' MIN. c GRADE TYPE BDOCA2 TYPE 6AR-TL I' RING 6RDUND $12 AHTS BCH k� e TYPE Y61B5 TYPE YA3LL-2TL36 BURNDY DETAILS SCALE: NONE I GROUNDROD COPPERI-ELD 5/8'4)X8' -O' LONG GROUND ROD SCALE: NONE GRAVEL rarnrkr 3y� I FY! MIN, TO GROUND YL I�LJ RING �r GROUND WIRE PIPE SLEEVE 3 SCALE- NONE STAINLE55 STEEL HARDWARE LOCKWASHER (TYPICAL) FLAT WASHER (TYPICAL) it 1/2'xl 1/2' HEX BOLT 4t r E� NUT (TYPICAL) GROUNDING CABLE II ELEVATI 6ROLINU BAR TYPE PT TYPE 6R TYPE GT GROUNDING CABLE CEXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO SECTION 'A -A' INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYPICAL) NOTE. I. 'DOUBLING UP' OR STACKING "OF CONNECTION 15 NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. NOTE. CADWELD T'PE5' SHOWN ABOVE ARE EXAMPLES CONSULT WITH PRO-EGT MANAGER FOR SPECIFIC TYPES OF CADI-ELDS TO BE USED FOR THIS PROJECT. CADWELD TYPES 5 rat.ALE: NONE TYPICAL GROUND BAR CONNECTIONS DETAILS__('S) 51 -ALE- NONE TWO HOLE COPPER COMPRESSION TERMINAL GROUND BAR FROM -LIMPER ( TYP. ) STANDARD ANDREW &ROUND KIT ITENNA CABLE 'CABLE TRAY P) CONNECTOR WEATHERPROOFING —.b AWS COMPARE KIT ( TYP. ) =EV—HGpOUNpjN& 02 AHG BGH BONDED TO GROUND HIRE ALONG CABLE TRAY NEWTON, 51MILAR TO "THCUT IN5ULATORIS, MOEWTED NEAR ANTENNA GROUND WIRE CONNECTION TO GROUND BAR AT ANTENNA_<4) NONE TO ANTENNA CABLE HEATHER PROOFING KIT ANDREW 11221213 (TYP) I COAX GABLE GROUNDING CLAMP KIT x6 AWG, 5TRANDED COPPER GROUNDING CONDUCTOR `11i TO GROUND TO PRIMARY CABINET COAX CABLE GROUNDING DETAIL SCALE: NONE %T= r W -T COMMUNICATION DESIGN GROUP, LLC 30 E SCULLY DRIVE SCHAUMBUR6. ILLIN016 80193 ph (847) 895-3840 fa:. 18471 896-9986 To m mMobRe l 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10.14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005.B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY 9.1 p T E OAl AR A SAS RE TE P S GI 68 Q ATf: 12/31/02 FGROUNDING DETAILS I DATE: 09-28-02 j SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET EM6 1,-51 V-5- �N MIN. UNEXCAVATED J} W 1 —I I�I 1=1 I I METALL I G WARN I N6TAPE - I �I�111=1 I 1� f-1 11=1 111=--. (2 TYP I GAL) tu Rl IL MR 1�HE l ELEC . CONDU I T (2) TELCO CONDUIT COMPACTED 5AND IB' WIDE TRENCH COMPACTED BACK FILL TO OR A5 REO'D q5% PROCTOR DENSITY BY POWER / TELEPHONE CO. PARALLEL METALLIC KARNIN6 TAPE ly Z III - w UNEXCAVATED E — NO _COMPACT TO q5% 5TD. Y LU I I—PROCTOR DEN51TY uJ K I1�11 ELEG. CONDU 1 T COMPACTED SAND (2) TELCO CONDUIT5 C=1 —I 1 I Ib" WIDE TRENCH OR A5 REO'D BY POWER / TELEPHONE CO. STAGKEP B ECTRICAL/ TELCO TRENCH 1 SCALE N.T.S. 1) E TRAY NOT SHOW FOR CLARITY. 2) CONTRACTOR TO COORDINATE "/ATTTENNA HAM1F. ON ANTBNNA 4 COAXIAL GABLE 6ROUND BAR 5PACINS FOR PROPER 6RO ME"5 Lr- 5 E,2 ANTENNA 6ROUND BAR MOUNTED DI REGTLY TO TOYER WITHOUT INSULATORS HARD SHELL &ROUND KIT (TYP.) TYPICAL COAXIAL GROUNDING SCALE N.T.S. PVC LO VUIT PLUG PVC. COW -)IAT ABOVE 6RAM CONDUIT SCHEDULE 80 P.T COUPL I N6 GRADE ^\ 6 - REFER DETAIL 5/E-2 PVL SGMDULE 6ROUMDED (NEUTRAL) 2' RADIUS MIN. COAXIAL GABLES SIZE A5 Sl HORIZONTAL RUNS OF ON LAYOUTS HARD SHELL (W PIPE7 SHALL BE SCHEDULE 40 PVC UNDERGROUND GROUND KIT (TYP.) CONDUIT STUB UP 3 SCALE; N T.S. LONER ANTENNA 1S NOT RFOUIR D CONNECTION GAD MOLD •&TC161T (TYPI CAU 6ROUNI) BAR CAp VELD METAL •q0 200A MAIN BREAKER NEUTRAL BUS (LOCATED BELOW 1/0 4 1 AND 6ROUND BUS, AT ON f F) OR (N) SERVILE D15CONE-T )KD BUS I p TOYER) NOTE BELOW =*,TO . ;ROUND ROD 6RIDUND RINE, l WITH INSULATORS 5 TYPICAL. 2'-601 2,-0. as (SEE DETAIL ELETRIG METER REP. NOTES THIS SFffTSECTION W/ SERVILE DISCO UNISTRUT TO 5.5/SMT. N-5 ..., TYPICAL COAXIAL GROUNDING SCALE N.T.S. PVC LO VUIT PLUG PVC. COW -)IAT ABOVE 6RAM CONDUIT SCHEDULE 80 P.T COUPL I N6 GRADE ^\ 6 - REFER DETAIL 5/E-2 PVL SGMDULE 6ROUMDED (NEUTRAL) 2' RADIUS MIN. I ENTRANCE COYIDIILTOR SIZE A5 Sl HORIZONTAL RUNS OF ON LAYOUTS UNDERSROUND GONOU IT OR )0-17 COVER 80X SHALL BE SCHEDULE 40 PVC UNDERGROUND — CONDUIT STUB UP 3 SCALE; N T.S. 3/8X6 -I/4. 6ALV ALL THREAD ROD PVC CpNDU)T PVC CONDUIT PLUG COUPLING CONCRETE GRADE H -2 PVC SCHEDULE 40 ",—PVC SCHDULE BO SIZE AS SHOWN 2' RADIUS MIN. ON LAYOUTS SIZE AS SHOWN ON LAYOUTS UNDERGROUND CONDUIT STUB THRU CDN. PAD 4 SCALE, N.T.S. SERVICE ENTRANCE GROUNDING SCALE N.T.S. 5/8' 6ALV. LA6 SCREWSa/8- LA6 SHIELD L- 550370 L5-6035 3/8- THREADED INyCLATOR Yr-sza 1/4X4%12' BUSS BAR18X314' E,5 BOLT 68-0412.04 fie �55-0306 5/b' 55 LOCK NASFM fA ch e6 tiNA'P 5,K-L,0h5 to _4 5/ax3/4' Sr. BOLT aga0ah''! a�B °2AW5X8' TINNED HERE LEAD H/TMERHO►B.D MT -585-T LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (qb')- 3/8' 6ALV HASHC-R d5K 5/5' &ALV NUT 1 6N-09 •2AH6X8' TINNED HIRE LEAD N/ NT -565-T �ODee 6D 1-114- U -FITTING Obp�QA MT -500 a SS ANGLE ADAPTOR AA -SL GROUND AND BUSS BARS SCALE N.L.S c° 6ROUMDED (NEUTRAL) SERVILE ENTRANCE I ENTRANCE COYIDIILTOR RACEWAY (TOP OR I SHALL A BOTTOM FEED) I NEMA 9RR.. OR )0-17 COVER 80X METER SOCKET AND IF BOLTED NUB OR MAIN DISCONNECT SELF BONDING HUB SURE 15 USED BOND JUMPER 3/8X6 -I/4. 6ALV ALL THREAD ROD 1S NOT RFOUIR D CONNECTION GAD MOLD •&TC161T (TYPI CAU , METER CAp VELD METAL •q0 200A MAIN BREAKER NEUTRAL BUS I SERVICE DISCONNECT 1 NOTE. BOND NEUTRAL 1 AND 6ROUND BUS, AT SERVILE D15CONE-T )KD BUS I p ELECTRICAL SERVICE NOTE BELOW =*,TO . ;ROUND ROD SERVICE ENTRANCE GROUNDING SCALE N.T.S. 5/8' 6ALV. LA6 SCREWSa/8- LA6 SHIELD L- 550370 L5-6035 3/8- THREADED INyCLATOR Yr-sza 1/4X4%12' BUSS BAR18X314' E,5 BOLT 68-0412.04 fie �55-0306 5/b' 55 LOCK NASFM fA ch e6 tiNA'P 5,K-L,0h5 to _4 5/ax3/4' Sr. BOLT aga0ah''! a�B °2AW5X8' TINNED HERE LEAD H/TMERHO►B.D MT -585-T LEAD SHOWN SHORT FOR CLARITY ACTUAL LENGTH: 8' (qb')- 3/8' 6ALV HASHC-R d5K 5/5' &ALV NUT 1 6N-09 •2AH6X8' TINNED HIRE LEAD N/ NT -565-T �ODee 6D 1-114- U -FITTING Obp�QA MT -500 a SS ANGLE ADAPTOR AA -SL GROUND AND BUSS BARS SCALE N.L.S c° LEADS 5HOYN SHORT FOR CLARITY ACTUAL LENGTH, 8' (qb') SURGE ARRESTOR GROUNDBAR s SCALD N.T.S. I USE UW -RETE BOOT (TYP.) 11 TEST Y SCALE, N.T.S. ELETIRIC METER W/ SERVICE DI5C0N NGT f 150 WATT 5011ARE GROUND EEM52AL I NOTES- 2X25' BUSS BAR a) LOCATE 6RDUND ROD 2' O LTNGGtE (OR EaJI VALENT? XB -11 - MT -66-130.01 OFF CENTER TO PROVIDE OR )0-17 COVER 80X PRG ADEQUATE HOR KIN6 SPACE. O SbV. AND RM GONN. (5/6-) /// L16HT / 6171 J b) TOP OF 6ROUND TEST WJ.1 •2 SOL- CAD HELD TYPE 6T 3/8X6 -I/4. 6ALV ALL THREAD ROD TO BE FLUSHED KITH CONNECTION GAD MOLD •&TC161T 6D-05625 FINISHED SURFACE- CAp VELD METAL •q0 - a) MOLDS ARE CADHELD O C HEAVY DUTY. l NOTE B 18' p 'U' BOLT UNISTRUT NOTE BELOW 6 6RIDUND RINE, l 6RADE 1 2'-601 2,-0. as LEADS 5HOYN SHORT FOR CLARITY ACTUAL LENGTH, 8' (qb') SURGE ARRESTOR GROUNDBAR s SCALD N.T.S. I USE UW -RETE BOOT (TYP.) 11 TEST Y SCALE, N.T.S. ELETIRIC METER W/ SERVICE DI5C0N NGT f 150 WATT 5011ARE GROUND 2' TO PPG HAL016EN ON SWITCH PRG /// L16HT / 6171 J TLC RISER TO L16HT - '-O PIAN VIEWVIEW 'U' BOLT UNISTRUT TO VERT. PIPES ELETRIG METER W/ SERVILE DISCO UNISTRUT TO ADJUSTED AS NEED TO ACZ, M Al METER 1 P051TR O , BOX ( IF USE 5 1pYAC"O CIT ; :)TO R K LE6 TYPICAL 5'0 6ALVANIZED STEEL P I PE Sr -H.40 6ROUND LEAD • "�• rr GADHELD TO Y� y�• I NROUND RING .; v� TYPICAL 1 � 4 • EOL IPMENT �• -T : :. ' GROUND 1� RING VAT 6- UTILITY FRAME ID SCALE, N.T.S. II - A 1 NELATION FILL OA 240V 10 ER6. 6EN. GEPTAGLE I RECEPTACLE OV 141 V J d O K 0 z 2 cn W Z O Q U Z 7 0 U m a= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCHAUMBURG. ILLINOIS 50103 ph. (8471 885-3840 fax. (847) 885-8885 mTm • •Mobile• 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 1 2 10-1402 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY NTE OA AR A SA G R P SI D Iz/a1/oz/oz LGROUNDINGDETAILs DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 11111111 Io[SHEET E-7 NOTES: 1. CONTRACTOR SHALL COORDINATE METER 50GKET LOCATION AND TYPE WITH POWER COMPANY. 2. CONTRACTOR SHALL PROVIDE METER AND 4'x5'x3/4' thK. PLYWOOD SHEET AND STEEL P05T5 NEEDED TO MOUNT THE POWER METER AND TELCO BOXES 3. CONTRACTOR SHALL INSTALL CONDUIT AND WIRE TO THE PPG CABINETS AS REQUIRED. COIL WIRES, SEAL CONDUIT WIRE ENDS FROM M015TURE INFILTRATION. LEAVE WIRE TO TERMINATE AT ELEC/TELCO CENTER, (MINIMUM OF 10 FEET). 4_ EACH NEW METER SHALL HAVE ITS OWN GROUNDING CONNECTIONS. 5. UNDERGROUND CONDUITS SHALL BE HWGG CONDUIT FROM POWER SOURCE TO METER. 6. CONTRACTOR MAY MODIFY KNOCKOUT HOLES IN EQUIPMENT CABINETS TO ACCOMMODATE THE REQUIRED CONDUIT SIZES. 1. SERVICE POWER SHALL BE (120/240V delta OR 12O/2ObV wye 600A, I, 314) 8. METER BASE SHALL BE INSTALLED WHERE IT 15 ACCE551BLE FOR READOUT. THE NUMBER OF JAWS IN THE METER SOCKET AND THEIR ARRANGEMENT DEPENDS ON THE VOLTAGE 5ERVICE. 4. CABLE SIZES SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE DROP IF LONGER THAN 180FT. VERIFY CONDUIT SIZE WHEN CHANGING GABLE SIZE. 10. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT OF EQUIPMENT REFER TO VENDOR PRINTS PROVIDED BY MANUFACTURER. 11. ELECTRICAL CONTRACTOR TO FOLLOW UTILITY COMPANY'S MINIMUM REQUIREMENTS FOR METER SOCKET AT METER CENTER. 12. LINE CONDUIT MUST BE RI61P GALVANIZED OR IMG. COORDINATE SIZE AND NUMBER OF LINE CONDUITS WITH PNM. 13. SOCKET JAWS MUST BE MINIMUM OF 200 AMPS. 14. LOAD CONDUCTORS MAY EXIT EITHER TOP OR BOTTOM OF TENANT BREAKER'5EGTION. THEY SHALL NOT TRAVEL THROUGH OR EXIT OUT OF SOCKET SECTIONS OF MODULES. 15. ALL ENCLOSURES SHALL BE SECURELY MOUNTED TO PANEL. 16. CUSTOMER BUILDING NUMBER MUST BE PERMANENTLY PAINTED ON PROPER METER PANELS. 17. LINE BUS FEED MUST HAVE METAL BARRIER WHEN PASSING THROUGH TENANT BREAKER SECTION FOR SAFETY AND SECURITY. 18. TOP METER SHALL BE A MAXIMUM OF -12 In. FROM FINISHED GRADE. BOTTOM METER SHALL BE A MINIMUM OF 30 In. FROM FINISHED GRADE, 19. THERE SHALL BE A MINIMUM CLEARANCE OF 48 in. BETWEEN FRONT OF SOCKETS AND ANY WALL OR OBSTRUCTION. 20. ALL LINE FEED SECTIONS SHALL BE LOCKABLE AND SEALABLE BY LOCAL UTILITY COMPANY. 21. ALL UNITS SHALL BE COMPLETE WITH SOCKETS AND BREAKERS AT THE TIME OF INITIAL SET OF FIRST METER. 22. INDIVIDUAL BYPASS HANDLES REQUIRED FOR COMMERCIAL APPLICATIONS. 3'x4'xl2" DEEP TELCO DEMARG (IF REQUIRED) 2-2' CONDUIT - TO VS CABINET 1-2' POWER CONDUIT TO VS CABINET 2-3' CONDU I T ---- TO TELCO SOURCE VS. ELtcl I h METER-PAK METER CEN1 TELCO DEMARC ENCLOSURE 11-1. BOLT UNI5TRUT TO VERT, PIPES W/ 1/2' TO 5/8' U -BOLT .0 USE CONCRETE r •' I _1. 7 BOOT (TYP.) g• I%`�S11 •u I 800A METER CENTER --o SCALE. N.T.S. SIDE ELEVATION NOTE: I. ALL MATERIALS TO BE HOT DIPPED GALVANIZED. 2. CONTRACTOR TO PROVIDE ALL ENCLOSURES AND ASSOCIATED ITEMS ON THIS PAGE. 3. TELCO DEHARC CABINETMUST MEET THE FOLLOWING SPEGIFICATIONS, 3'x4'x12' DEEP, NEMA 'JR RATING. HINGED DOORW LOCKABLE HANDLE, 3/4' PLYWOOD BACK BOARD AND INTERIOR GROUND BAR W/ GROUND LEAD TO 5/8' COPPER CLAD GROUND ROD. 4. ALL CONDUIT SHC. 80 ABOVE GRADE. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLV DRIVE SCHAUMBURO, ILLINOIS 00103 ph. 18471 895-3640 fax. 484718 96-9986 T • •MobIIem" 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06,02 f FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET E=8 SQUARE -D METER-PAK METER CENTERS 20OAMP/ P05[51TION 400 AMP MAIN RUBBER \ 3' X 4' X12' END CAP5 TELCO DEMARC 0 : ENCLOSURE C 2-3' CONDUIT TO POWER SOURCE 3"Q GALVANIZED 2 - 3"PVC SCH. 81 TO STEEL PIPE EXI5TIN6 TELCO 50URGE y rlr I 5CH. 40 I 800A METER CENTER --o SCALE. N.T.S. SIDE ELEVATION NOTE: I. ALL MATERIALS TO BE HOT DIPPED GALVANIZED. 2. CONTRACTOR TO PROVIDE ALL ENCLOSURES AND ASSOCIATED ITEMS ON THIS PAGE. 3. TELCO DEHARC CABINETMUST MEET THE FOLLOWING SPEGIFICATIONS, 3'x4'x12' DEEP, NEMA 'JR RATING. HINGED DOORW LOCKABLE HANDLE, 3/4' PLYWOOD BACK BOARD AND INTERIOR GROUND BAR W/ GROUND LEAD TO 5/8' COPPER CLAD GROUND ROD. 4. ALL CONDUIT SHC. 80 ABOVE GRADE. W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLV DRIVE SCHAUMBURO, ILLINOIS 00103 ph. 18471 895-3640 fax. 484718 96-9986 T • •MobIIem" 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-1402 FOR CONSTRUCTION 1 10-06,02 f FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY DATE: 09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET E=8 H 11'1'1 r i PROVIDE HOOKS AS IIJ�C SHOWN TOP A BOTTOM �I I �5 TYPICAL III III ] I \ TYPICAL CORNER BAR AT GRADE BEAM PLAN VIEW 4 SCALE: N.T.S. EQUIPMENT WEIGHT & SIZES ---Q SCALE1 N.T.S. ry Q a G 12' I a ° d a I I FUTURE NOKIA p Id EXTEN51ON I I EQUIPMENT CABINET • I I I— — — NOKIA CITY BASIC CITYTALK EXTRATALK CONFICWRATION CITY TALK EXTENSION AG/DC SITE BA51C CABINET CABINET SUPPORT CABINET TOP OF CONCRETE PAD CABINET WIDTH 30.3 IN 30.3 IN 30.3 IN DEPTH WITH HEAT EXGHAN6ER 34.7 1N 34.1 IN DEPTH WITH AIR CONDITIONER 43.7 IN 43.7 IN 43.7 IN CABINET NE16HT WITHOUT UNITS, DOOR5, ROOF, HEAT EXCHA6ER, OR 224.4 LBS 198.5 LBS 180.8 LBS AIR CONDITIONER MAXIMUM OPERATIONAL WE16HT WITH AFX'S AND AIR 630.6 LBS 582.1 L55 CONDITIONER MAXIMUM OPERATIONAL WEI6HT WITH AFX'S AND AIR 767.2 1-55 718.7 LBS 582 L55 CONDITIONER (CITYTALK+) MAXIMUM OPERATIONAL WE16HT WITH RTC5 AND HEAT 604.2 LBS 545.4 LBS EXGHAN6ER MAXIMUM OPERATIONAL WE16HT WITH RTC5 AND HEAT 727.2 LBS 721 LBS EXCHAN6ER (GITYTALK+) < IOOOk9/m2 MAXIMUM FLOOR LOAD (204,8 LB5/FT2) EQUIPMENT WEIGHT & SIZES ---Q SCALE1 N.T.S. ry Q a G 12' I a ° d a I I FUTURE NOKIA p Id EXTEN51ON I I EQUIPMENT CABINET • I I I— — — NOKIA NOKIA NOKIA EXTENSION EXTRA TALK CITY TALK EQUIPMENT AG/DC BA51C CABINET SITE SUPPORT CABINET CABINET TOP OF CONCRETE PAD I' a a d a --- ---_v -- ---�--z a— a a Q a d ' d 4 � .IF. • I . 0Ift TYP. CLEARANCE TYPICAL PLAN VIEW OF SLAB WITH EQUIPMENT SCALE: N. T. 5 - CHAMFER TYP. 6' COMPACTED FILL REFERENCE 6EOTECHNICAL REPORT FOR SUB6RADE PREPARATION 3' :t P. CLEARANCE #5 TOP 4 BOTTOM #3 STIRRUPS 018' OC. #3 MAT 12' OG. #5 CORNER BARS TOP 4 BOTTOM TYPICAL GRADE BEAM SECTION SCALE: N.T.5. 5' GONG. SLAB-ON-6RADE OVER 5" OF WELL COMPACTED GLEAN SELECT FILL REINFORCED #5 12" O.G. EACH WAY AT MID DEPTH, REFER TO GEOTECHNICAL REPORT FOR FILL REQUIREMENTS DETAIL 2 THIS SHEET TYPICAL MOUNTING t ON CABINET TO SLAB SCALE: N.T.S. I i err W -T COMMUNICATION DESIGN GROUP, LLC 30 E SCULLY DRIVE SCNAUNIBURG, ILLINOIS 60103 ph. 18471 695-3640 Sac. (8471 895-9096 I T a sMobile l 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY y� P T E OA - AR A AS GI EKED P SION 9■rE sznlmz i DETAILS i DATE: 09-28-02 SCALE: AS NOTED i DRAWN: MJR W -T # T02388 'L SHEET i I - 1 { 575 CABINET (TYPICAL) 1/2" o EXPANSION BOLT OR SLEEVE ANCHOR EMBED MINIMUM 3/4" PROVIDE ONE BOLT PER CABINET CORNER (TYPICAL OF 4) TOP OF CONCRETE PAD - •- ,vz�rl"� ERS' •�a. � `\ i i TYPICAL MOUNTING t ON CABINET TO SLAB SCALE: N.T.S. I i err W -T COMMUNICATION DESIGN GROUP, LLC 30 E SCULLY DRIVE SCNAUNIBURG, ILLINOIS 60103 ph. 18471 695-3640 Sac. (8471 895-9096 I T a sMobile l 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 2 10-14-02 FOR CONSTRUCTION 1 10-06-02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72206 PULASKI COUNTY y� P T E OA - AR A AS GI EKED P SION 9■rE sznlmz i DETAILS i DATE: 09-28-02 SCALE: AS NOTED i DRAWN: MJR W -T # T02388 'L SHEET i I - 1 { 51120 RAL N07ES: CODES 4 STANDARDS I. 194-1 SBG 2. STRUCTURAL CONCRETE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AGI 318-95 3. GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, AGI 302.18-89 GENERAL I. CONTRACTOR SHALL VERIFY EXISTING GOND ITION5 AND DIMENSIONS FIR IOR TO DE61NNIN6 WORK, AND NOTIFY THE OWNER OF ANY CONDITIONS DIFFERENT THAN THOSE SHOWN IN THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF DIMENSIONS AND FOR THE PROPER FIT -UP OF THE TOWER AND EQUIPMENT BUILDIN6 FOUNDATIONS. 3. CONTRACTOR SHALL FOLLOW THE CONSTRUCTION 6UIDELINES PROVIDED IN THE 6EOTEGHNICAL REPORT. STRUCTURAL FILL 1. SELECT STRUCTURAL FILL SHALL BE PLACED IN AREAS OF VOIDS CAUSED BY SITE PREPARATION AND 1N AREAS WHERE REQUIRED TO BRIN6 6RADE TO PROPER ELEVATION. 2. PRIOR TO PLACIN6 REQUIRED FILL MATERIAL,REMOVE FROM THE SITE ALL COBBLES, BOULDERS, AND VE6ETATION, AS WELL A5 OTHER DELETERIOUS MATERIALS, INCLUDIN6 ANY L005E OR EXCESSIVELY ORGANIC MATERIAL FROM THE EXISTIN6 SUB6RADE. TH15 MATERIAL SHOULD BE STRIPPED TO A MINIMUM DEPTH OF 6 INCHES AND REMOVED FROM THE SITE. ALL EXPOSED SURFACES SHALL THEN BE INSPECTED BY PROBIN6, TE5TIN6, AND PROOF-ROLLIN6 AS SPECIFIED IN THE GEOTECHNICAL EXPLORATION REPORT. PROOF-ROLLIN6 PROCEDURES SHOULD BE OBSERVED BY THE PROJECT 6EOTEGHNICAL EN61NEER OR HIS REPRESENTATIVE. 3. THE EXPOSED SUB6RADE SHOULD NOT BE ALLOWED TO DRY OUT PRIOR TO PLACING STRUCTURAL FILL. 4. STRUCTURAL FILL MATERIAL SHALL HAVE A PLASTICITY INDEX BETWEEN 5 AND 15 AND A LIQUID LIMIT LE -55 THAN 40. GRADATION OF MATERIAL SHALL BE AS FOLLOWS: NO PARTICLES 6REATER THAN 3 INCHES PERCENT PA55IN6 NO. 4 SIEVE 40%-80% PERCENT PA55IN6 NO. 40 SIEVE 10%-50% PERCENT PA55IN6 NO. 200 SIEVE LE55 THAN 20% 5. STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDIN6 8 INCHE5 IN THICKNESS, WATERED AS REQUIRED AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DEFINED IN TXDOT TEST METHOD TXDOT-113-E AT A MOISTURE CONTENT WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT. 6. COMPACTION AND MOISTURE CONTENT OF BU56RADE AND EACH LIFT OF STRUCTURAL FILL SHALL BE INSPECTED AND APPROVED BY A QUALIFIED EN6INEERIN6 TECHNICIAN, SUPERVISED BY A 6EOTEGHNICAL EN6INEER. i. PROVISIONS FOR DRAINA6E AND MAINTENANCE SHALL BE AS PER THE 6EOTECHNICAL EXPLORATION REPORT. SLA5-ON-6RADE FOUNDATIONS I. SLAB-ON-6RADE FOUNDATIONS ARE DE516NED TO BEAR ON WELL COMPACTED, GLEAN FILL WITH AN ALLOWABLE BEARIN6 CAPACITY OF 1.-1 KSF FOR THE EQUIPMENT BUILDIN6, AS PER THE GEOTECHNICAL EXPLORATION REPORT. THE SELECT STRUCTURAL FILL SHALL BE A MINIMUM DEPTH OF 8 INCHES BELOW FIN15HED GRADE ELEVATION AS PER GEOTECHNICAL EXPLORATION REPORT. 2. SLAB-ON-6RADE FOUNDATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTECHNICAL REQUIREMENTS AND EN(2INEERIN6 DE -516N FOR SITE PREPARATION, DRAINA6E,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 REINFORCIN6. A 7 IN P A N R I. CONCRETE DES16N AND REINFORCEMENT IN ACCORDANCE WITH "BUILDIN6 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", AGI 318-95 AND WITH "DETAILS AND DE7AILIN6 OF CONCRETE REINFORCEMENT", AGI 315-80, REVISED 1985. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AGI 301-89. 3. NO'CONGRETE ADMIXTURES SHALL BE PERMITTED WITHOUT THE REVIEW OF THE EN6INEER. 4_ CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF THE FORMS AND SHORIN6 AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. 5. PLACING OF CONCRETE IN PIERS SHALL BE THROU61-1 "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 EN6INEER. 6. CAST IN PLACE CONCRETE SHALL BE NORMAL WE16HT CONCRETE WITH A PE516N STRENGTH OF 3,000 P51 AT 28 DAYS, AND A SLUMP BETWEEN 3- AND 5". GON RT RE i NF!7RG_I_N6 I. REINFORCIN6 STEEL SHALL BE DEFORMED NEW BILLET STEEL BARS IN ACCORDANCE WITH A.5.T.M. SPECIFICATION A615 6RADE (10. 2. DETAILING OF REINFORCING STEEL SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILIN6 MANUAL 3. ALL HOOKS AND BENDS IN REINFORCING BARS SHALL CONFORM TO AGI DETAILING STANDARDS UNLESS SHOWN OTHERWISE. 4. IN BEAMS, SLABS, COLUMNS AND WALL5 DETAIL REINFORCIN6 AS FOLLOWS: 0) LAP TOP REINFORCING BARS AT MID SPAN. b) LAP BOTTOM REINFORCING BARS AT THE SUPPORTS. c) LAP REINFORCIN6 BARS 36 BAR DIAMETERS MINIMUM, UNLESS NOTED OTHERWISE d) 5TA66ER SPLICING OF HORIZONTAL REINFORCING 4B" e) PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS AT THE INSIDE AND OUT5IDE FACES AND TOP AND BOTTOM OF INTERSECTING BEAMS OR WALLS. CORNER BARS ARE NOT REQUIRED IF HORIZONTAL BARS ARE HOOKED. 5. THE WELDING OF REINFORCIN6 57EEL WILL NO T BE PERMITTED. b. HEAT SHALL NOT BE USED IN THE FABRICATION OR INSTALLATION OF REINFORCEMENT. -I. THE FOLLOWINI6 MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERWISE ON THE DRAWINGS: a) CONCRETE CAST A6AINST AND PERMANENTLY EXP05ED TO EARTH 3" b) CONCRETE EXPOSED TO EARTH OR WEATHER 1) #6 THROUGH #18 2.0° 11) #5 AND SMALLER 1.5" 8. ALL REINFORCING ACCESSORIES SHALL BE STAINLESS 57EEL, 6ALVANIZED, OR PLASTIC TIPPED STRUCTURAL NOTES FOR CONCRETE SLAB SCALE: N.T.S. O W7= W -T COMMUNICATION DESIGN GROUP, LLC 39 E. SCULLY DRIVE SCIIAUYBURG, ILLINOIS 60193 ph. 18471 895-3640 fax. 18471 895-9965 T • •Mobiles 12120 COLONEL GLENN ROAD SUITE 1000 LITTLE ROCK, AR 72210 i 2 10-14-02 FOR CONSTRUCTION 1 10-OCr02 FOR CLIENT REVIEW AR1005. B OZARK EQUIPMENT 3100 INTERSTATE 30 LITTLE ROCK, AR 72205 PULASKI COUNTY g�NTE 0Al R STERED P O SION $ P nate !?LLLOz NOTES DATE: •09-28-02 SCALE: AS NOTED DRAWN: MJR W -T # T02388 SHEET S-2