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HomeMy WebLinkAboutZ-8570-A MapVICINITY MAP •r r r J k (. , .... �1 it ♦ .y .err:.,., q,, � _ _ . — I ,� ..•5 y 3, _ � •. Ty+R:irec 1 f:M1wr ... :-I i r�j%yU1.1 �' �•� �• y, � LOCAL MAP wama r� SITE f,mwMTw Od r !p v 8E � ry� •vow. i DRIVE TO DIRECTIONS FROM THE INTERSECTION OF INTERSTATE 530 AND INTERSTATE 430 IN LITTLE ROCK, ARKANSAS, TAKE CHENAL PARKWAY WEST FOR ILTo oS TOSITE ACCESS ON THE LEFT. ROAD. TURN LEFT ONTO KANIS ROAD AND HEAD WEST FOR 5 ?;r FBI' ii lir:C;. C'. J r-ref_' L viG -7 s7a SITE NAME: SELLE E SITE NUMBER:AR 1338 KANIS ROAD LITTLE ROCK, ARKANSAS 72223 GEOGRAPHIC COORDINATES: LATITUDE: 34.762597 LONGITUDE:-92.495181 ELEVATION: 639.15' AMSL APPLICANT INFO: CENTRAL ARKANSAS LAND DEVELOPMENT CONTACT., RANDY ALBERIUS (501) 223-0496 DESIGN FIRM CENTRAL ARKANSAS SURVEYING, INC 11708 KANIS ROAD LITTLE ROCK, ARKANSAS 72211 CONTACT.- RANDY ALBERIUS PH: (501) 223-0497 FAX: (501) 223-0496 GENERAL CONTRACTOR: GOODMAN NETWORKS 1100 N UNIVERSITY, SUITE 200 LITTLE ROCK, AR 72207 CONTACT.• BYRON FIGUEROG (214) 356-7827 PROPERTY OWNER: JOHNNY & SHARON BALE POWER COMPANY: ENTERGY (600) ENTERGY TELEPHONE COMPANY: AT&T (800) 499-7928 5IF�GENERAL NOTES 1, THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2 AL EXISTING ACTIVE EWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SAL BE PROTECTED AT AL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE NITRIC, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR, EXTREME CAUTION SHALL BE USED BY THE SUBCONTRACTOR WHEN EXCABVAIING OR DRILLING PIERS AROUND OR NEAR U17UTIES NOT BE LIMITED TO A) FALL PROTETOR SHALL PROVIDE CTION ) CONFINED SPACE CC)ELECTRICTY TRAINING FOR THE WORKING �AL SAFETY ) THIS MLL I TRENCHING T AND EXCAVATION. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4 IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. MICH 5. 1NACTIOF THE WOR SHALL E REMOVED ANDIOR CAPPED, PLUSEER, WATER GAS, ELECTRIC AND DTHEII M INTERFERE KITH ALL EXISTING OR OTHERWISE THE EXECO17ON DiSCN17NUED AT POINTS WHiCH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER ANDIOR LOCAL UTILITIES. 6 SPECIFICATiONTRACFOR 317E SINAGE AR SHALL SE SITE PER AT&TOPSTANDARDS N60034E W17H THE TECHNICAL z THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 8. NO FILL R EMBANKMENT NOT BE PLACED IN ANBFl PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW 9. THE SUBGRAOE SHALL BE COMPACTED AND BROUGHT UP TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. ND OT VERE BY THE TOWER, 10, THE EQUIPMENT SOR DRIVEWAY SHALL BE GRADED TOUNFORM SLO EBY THE WORKANANDSTABIILLIZEDDTo PREVENT EROSION AS SECYFIED ON THE PROJECT SPECIFICATIONS. 11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION' EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL rtvP4FTF_ Ag RE1NFtlRC1NG _" 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 7, 14 & 28 DAYS. 2 cHAMER314- SHALL BE ACAT CORDANCE WITH 301 ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, IN WITH TI MASONRY NOTES: 1, CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 2. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL GROUT IS FULLY CURED. N RA T FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS APPLY' CONTRACTOR - GOODMAN NETWORKS SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T OEM - ORIGINAL EQUIPMENT MANUFACTURER ACTOR _94ALL 149F THE CELL SITE TO 2 PRIOR To THE FAMILIARIZE WITH THE EXA C CONDITINS AND To CONFIRM OF BIDS. HE BIDOWC �THAT THE WORK AN BE ACCOMPLISHED AS SHOW N THE CNSIRUC1ON DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATiEN17ON OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALIED SHALL BE TN STRICT ACCORDANCE WITH AL APPLICABLE CODES REGULATIONS AND ORDINANCES SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NORCES AND APPLY WITH ALL LAWS, ORDINANCES, RULES REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. AL WORK CARRIED OUT SHALL COMPLY APPLICABLE E MU LAND APPLICABLE REGULATIONS. SPECIFICATIONS AND LOCAL CORCTINAL CODES 3. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW 007LINE ONLY. 4. THE SUBCONTRACTOR SHALL INSTALL AL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE N THESE 5. IF THE SPECIFIED EQUIPMENT SUBCONTRACTOR SHALL PROPOSE PROPO CANNOT 13E INSTALLED AS SHOWN ODRAWINGS, ALTER A17VE NSTALLA71ONFO APPROVALBYE THE CONTRACTOR. 6. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBG LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO IH SATISFACTION OF OWNER. LCUERAL 7. SUBCONTRACTOR SHALL LEGALY AND PROPERLY DISPOSE NG SCRAP MATERIALS SUCH AS 2 COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY ANTENNAS REMOVED SHALL BE RETURNED TO THE DESIGNATED LOCATION. 8. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 249. CONSTRUCTION SHALL COMPLY WiTH SPECIFICATION 24782-000-AOOZ-00002 "GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM SITES" 2 TR1 Ti 1. AL ELECTRICAL WORK SHAL BE PERFORMED IN ACCORDANCE WiTH THE PROJECT SPECIFICATIONS, NEC 2 AND ALL APPLICABLE LOCAL CODES. 2 CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO 2 EQUIPMENT IS NOT BLOCKED. 3. WiRIN� RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 2 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS 1 6. EACH END OF EVERY POWER. POWER PHASE CONDUCTOR (LEHOTS), GROUNDING AND T1 CONDUCTOR AND CABLE SHALL BE LABELED KITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1I2" PLASTIC ELECTRICAL TAPE WITH UV PRO7ECRN OR EQUAL) THE IDENTIFICATION METHOD SHALL CONFORM TO NEC AND OSHA. Z AL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE. AL EQUIPMENT SAL BE LABELED WITH IHEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CNFTGURAITN, POWER OR AMPACITY RATING AND BRANCH CIRCUIT 10 NUMBERS (1,E PANEL BOARD AND CIRCUIT IDS). B. PANEL BOARDS (10 NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. 9. ALL TiE-WRAPS SHALL BE CUT FLUSH WiTH APPROVED CUTTING TO REMOVE SHARP EDGES. T0. POWER CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR RA170 FOR 9a DEG, C (WET & DRY) OPERA17ON LISTED OR LABELED FOR THE LOCATION AND CABLE RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED II. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (o AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THO-$ CLASS 8 STRANDED COPPER CABLE RATED FOR 90 DEG C (WET & DRY) OPERA TIN LISTED OR LABELED FOR THE LOCATION AND RACE SYSTEM USED UNLESS OTHERWISE SPECIFIED. 12 POWER AND CONTROL WRING NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (114 AWG OR LARGER), 60OV, OIL RESISTANT IHHN OR THWN-2, CLASS B STRANDED COPPER THE CABLE FOR AND RACE DEC USED UNLESS OTHERWISE SPECIFIED' OPERATION K17H OUTER JACKET LISTED OR LABELED FOR 13. ALL POWER AND GROUNDING CONNECTIONS VALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL), LOGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75 DEG C (9p DEC C IF AVAILABLE), 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. GID PVC 15. ELECTRICAL PVC SHEDULE 80BFOR L CA71ONSING (EMT) OR ISUB SGID UBJECT TO PHYSICAL DAMAGE) SHALLN-METALLIC CONDUIT (LE BEBE USEDDFOR EXPOSED INDOOR LOCATIONS. i6. ELECTRICAL (RIGIDMETALLIC PVC, SCHEDULE 40)ELECTRICAL SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. TALLIC 1Z GALVANIZED STEEL INTERMEDIATE GRADE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 18. RIGID NN-METALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND: DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC, OR ENCASED IN REINFORCED CONCRETE 10 AREAS OF HEAVY VEHICLE TRAFFIC. 19. LIQUID -TIGHT FLEXIBLE METAL CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. 21. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, E UL, ANSIIIEEE AND NEC. 22. DOEWAYS SHALL BE EpOXY-COATED WNWARDS. RDS. SHALL BE PANOUIT TYP(ERE (OR EQUAL),AY) AND AND RATED NEMA Ii (OR BETTER)- - DE A HINGED co" DESIGNED W I OPEN sr -I A INSTALLATION NOTES - CONTTNIJED) 6 3 EQUIPMENT CABINETS TERMINAL BOXES, JUNCTIN BOXES AND PULL BOXES SAL BE GALVANIZED OR 5 EPDXY -COATED SHEET STEEL, SAL MEET OR EXCEED UL 50 AND RATED NEW 1 (OR BETTER) INDOORS 4 OR NEMA 3 (OR BETTER) OUTDOORS s 6/ 11/10 REv6ED COiNOUND 7 611 10 ADDED LANDSCAPE PLAN 4. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SAL BE GALVANIZED, EPDXY -COATED OR I s1>-1a PRE.LIMINATtYC65 NON -CORRODING: SHALL MEET OR EXCEED UL 514A AND NEMA OS 1, AND RATED NEMA 1 (OR BETTER) LA INDOORS OR NEMA 3 (OR BETTER) OUTDOORS - Y 5. NON-METALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS2, AND RATED N U B _ N q O ' v NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. Z Z 'c ¢ v ry up'+ o n 6. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR l7 00 ry 2 . BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. Q Z v o a, J LLu - � .,. N p 7. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKER51 CABLES AND DISTRIBUTION w PANELS IN ACCORDANCE NTH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND < C PROPERTY w Z) ' L7 m 8. INSTALL PLASTIC LABEL ON THE METER CENTER 70 SOW "AT&T WIRELESS' VGROUND CTRODESYSTEMS (INCLUDINGTELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND SHALL BE BONDED TOWTHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING ACCORDANCE WITH THE NEC. co 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE fY1 1100 AND 81} FOR GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTAL N fr1 SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. w N tv 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AD UNDERGROUND L �^ Z Q CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE Q O Q O TO THE CONDUIT AND PROVIDE TESTING RESULTS. j,� V LL 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECiRICALY CONTINUOUS WITH LISTED U lb BONDING FITTINGS OR BY 60NOING ACROSS THE DISCONTINUITY WITH 16 AWG COPPER WIRE UL APPROVED J 2:0 g j GROUNDING TYPE CONDUIT CLAMPS w N J z 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED Ln w COPPER CONDUCTORS WITH GREEN INSULATION; SIZED IN ACCORDANCE NTH THE NEC, SHALL BE J H FURNISHED AND INSTALLED *7H THE POWER CIRCUITS TO BTS EQUIPMENT. N 70 5. EACH BIS NSULATED SUPFLEMEN ALEQUIPMENT ROUN0 WIRESCABINET FRAME SHALL BE DIRECTLY CT 16 AWG STRANDED COGREENo THE MASTER GROUND BAR V47H PPD? OR LARGER FOR INDOOR BTS, • 12 ANT, SOLID TINNED COPPER FOR OUTDOOR BTS. 6. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 7. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENTIGROUND BARS AND THE GROUND RING SHALLLu 0 N BE 12 AWG 010 TINNED COPPER UNLESS OTHERME INDICATED' Fes- F ^ d- c & ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTORS SHALL NOT BE USED FOR GROUNDING v Q c X N c CONNECTIONS. w C] u \4 ' oWOLn 0 9. USE OF 90 DEC BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 DEG y rr Lu J = Bo Z ENDS CAN BE ADEQUATELY SUPPORTED, i L J' c Lu 10. EXOTHERMIC WELDS SHALL BE USED FOR AL GROUNDING CONNECTIONS BELOW GRADE. Jlj ^ v -� 11. ALL GROUND CONNEC7iNS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS 12. COMPRESSION GROUND CONNECTINS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. }IAr ut i AT E 0 F 13. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE ICE BRIDGE AND iii cl LNN.S�AS THE TOWER GROUND BAR,*J*z 14. APPROVED ANTIOXIDANT COATINGS (LE. CNDUCiiVE GEL OR PASTE) SHALL BE USED ON AL COMPRESSION 1+ l REGISTE AND BOLTED GROUND CONNECTIONS r PRfl m4 4 EN NE ► • 15. AL EXTERIOR GROUND CONNECTIONS SHALL BE GATED WITH A CORROSION RESISTANT MATERIAL 4 * } 16. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE . 11833 00i+ BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. R 1C ����'7 +rt/XA 18. BOND AL METALLIC OBJECTS WITHIN 6' OF MAIN GROUND WIRES WITH 1-12 AWG TINN-PLATED COPPER 6 1 1 10 GROUND CONNECTION, 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC START [SATE: 5 10 10 CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE DRAWN BY: LMR HCIISET} IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH CHECKED BY: RSA AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT 15 UNAVOIDABLE (EG, NON-METALLIC CONDUIT PROHIB17EO BY LOCAL CODE), THE GROUND CONDUCTOR SHALL BE BONDED TO SHEET NUMBER EACH END OF THE METAL CONDUIT. 5P'W ABBREVIATIONS WHERE APPLICABLE ADJ ADJUSTABLE LG LONG AGL ABOVE GRADE LEVEL MAX MAXIMUM AMSL ABOVE MEAN SEA LEVEL MECH MECHANICAL APPROX. APPROXIMATE MFR MANUFACTURER AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BUS BCW BARE COPPER WIRE MIGB MASTER ISOLATED GROUND BAR BTS BASE TRANSCEIVER STATION MIN MINIMUM CAB CABINET MTL METAL CLG CEILING (N) NEW CONC. CONCRETE NIC NOT IN CONTRACT CONT CONTINUOUS NTS NOT TO SCALE CJ CONSTRUCTION JOINT OC ON CENTER q CENTERLINE OPP OPPOSITE DIA DIAMETER R PLATE DWG DRAWING RBS RADIO BASE STATION (E) EXISTING REF REFERENCE RF RADIO FREQUENCY EGB EQUIPMENT GROUND BAR REQ REQUIRED EA EACH SF SQUARE FOOT EG EQUIPMENT GROUND SIAD SMART INTEGRATED ACCESS DEVICE ELEC ELECTRICAL SHT SHEET EL ELEVATION SIM SIMILAR EGR EQUIPMENT GROUND RING SS STAINLESS STEEL EQ EQUAL STL STEEL EQUIP EQUIPMENT TOC TOP OF CONCRETE EXT EXTERIOR TOM TOP OF MASONRY FF FINISHED FLOOR TYP TYPICAL GA GAUGE TBD TO BE DETERMINED GALV GALVANIZED TOR TO BE RESOLVED GC GENERAL CONTRACTOR (TYP) TYPICAL GEN GENERATOR VIF VERIFY IN FIELD GRND GROUND UON UNLESS OTHERWISE NOTED IGR INTERIOR GROUND RING (HALO) WWF WELDED WIRE FABRIC CONTRACTOR SHALL REFER TO SPECIFICATION 24782-000—AOOZ-00002 "GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM SITES' FOR ANY ITEMS OR WORK NOT LISTED OR DETAILED HEREON. STANDARD SPECIFICATIONS SHALL SUPERSEDE WHERE CONFLICTS OCCUR. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE, AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SYMBOLS AND MATERIALS WHERE APPLICABLE M NEW ANTENNA t� EXIS71NG ANTENNA \�\ ASPHALT D ELECTRIC BOX + LIGHT POLE 0 FND. MONUMENT �Cxxx.xx SPOT ELEVATON ® SET ELEVATION ® REVISION GRID 0- REFERENCE DET DETAIL SNT REFERENCE DETAIL 1-Y-P ELEVA71ON YD^ETAIL"1,, SEC71ONS 1-N-P AND DETAILS GROUT OR PLASTER 0 BRICK � MASONRY 0 CONCRETE ® EARTH e*01a 000.0.0e, GRAVEL E=3222= PLYWVOD 0 SAND ® WVOD CONT. WVOD BLOCKING 57EEL - CENTER LINE — - - PROPERTY LINE FRIG I SOLID GROUND BUS BAR 0 SOLID NEUTRAL BUS BAR A A SUPPLEMENTAL GROUND CONDUCTOR T2-POLE 714ERMAL-MACNE77C 0 0 CIRCUIT BREAKER i-n SINGLE -POLE THERMAL -MAGNETIC 0 0 CIRCUIT BREAKER 8 CHEMICAL GROUND ROD ® GROUND ROD DISCONNECT SWITCH ® METER ■ CAORU TYPE CONNEC71ON • COMPRESSION TYPE CONNEC71ON 5 5 STEPPED F007ING MATCH LINE -- WORK POINT —c COAXIAL CABLE G GROUND WIRE 12 AWG — - - — GROUNDING WIRE DIG ALERT.• ONE CALL OF ARKANSAS PH: (800) 482-8998 CALL 3 *VRKING DAY5 BEFORE YOU DIG 6 4 3 6/I1/10 REVISEDCOMOUND 7 61]CVTO ADDED LANDSCAPE PLAN 5-12-10 PI2EI.IAMIIWRYCD'S n v Z Z ,C4¢nN� }} q F N n `yMO V C O Lv z OCcu1 N �u�i2_ to %ry[ Zwi% z w $ �� ~ �4,.1f- Z s Q — i. w 00 rm N M M W N� � t]^z w Qf—v :D 0<0 tti W ct�vU W U v_ m J w`^ z0`^ �g � uj w Luc � z W J N oNr+i.J w o Lj N w =F-^d- I - U Q XJN U LLI NN 04 O N o Z J = '- w e U 00 SI p� F� ►� ARKA,A A,S f Ll REGISTE D PROM i EN NE � 11833 +0 2kt7w/zcC LE- 40or fa 1 f 10 START DATE: 5/ 10/ 10 DRAWN BY: LMR CHECKED BY: RSA SHEET NUMBER Sp-2 VICINITY MAP N.T.S. S 1218°2953' E 467.26 •� rvC :CIF j 111111 N f W � IL S Im a ,P PLAN VIEW IZ 40 0 40 B0 12D = 4. r:=s atnrr=_�s319r .I o� ES Scale 1" = 40' LEASE PARCEL 2.S741 so FT ' (r In ICI fa1JI11N= \� �..: •arvr��r1•* � is •. •,D•,[, [�dti4f a . \ •� NBT5905�W 150.1D' rFt i^!n' � 1 .cans IPr'111•I.V I'1 '4 I m NIA lit N' k_L IJJ LINE BEARING DISTANCE 3ara SCH Oca A^.nEs L1 S 44°44101W 50.00' o L2 N 45.195V W 50.00 z La N 44'44'10' E 50A0' I L4 S 45°1550" E 50.00' LS N 6B'3TD4' E 21.22' CURVE DELTA BEARING RADIUS CHORD ARC Gi 106'0@29" N 0210610' W 10D.00 159.96 1B5.35' ., �I ICr ll -a W hit in II •I ii• - n •ri 1 ry.:W LOT 36 CHEhlAL DOWNS 5U6UIVISION Surve n_ r�1 s Notes: I CWaI KjlWllrye• DouW on GPS abservaUun on MarLi130.20/U. 2 This survey Is Yalld only nthe drawing Incwdes the seal and slgnalure of the su ,eycL 3. ThIs survey meets tune nl'Arkansas Minimum Standards for Properly Boundary Surveys and Plate. 4. Su be.dace and environmental ccndllions were not examined nor considered a part of this survey. F. AA UMW"r4r4 bc•Irld lyy vts4AM eboro pranne`*W19a ea t pr'llwly ICC01 n rrd VN n hprpen a3 Lx ,d Gy Ge41e1&'31 as $IA+ly1r•0. �-T�1' TNd w1n4 .1N uhly IGcmorn rtYmnllerwnAnl eppro-atim A1I1.A1 nAty rtOl rleYe Oparll,IMl'WJkwLCd by $,o ppproplhAC la0sNr0. WFltCpvelion Nro t.im plxc as pl tl+a damW NI41frNa.O,e OaYa Ix rJan da,a" tVd•rpr-r.d NCINes 11Wwa an Ihta survey. 6 Fieldwork complete March 30. 2010. 7. This is a Topographic and Boundary Survey. B Parcel lD#54R0040000100. 9- Owner. Johnny H. Bale Jr. 8 Sharon Bede kp1 . a LEASE PARCEL 2 EOD So ET �.. 0.06AGRES /r 'rr •V Yrl. 4 r . � C+txrd tkYti = e__..t 1iM11 r;.r.Anu Ar".r v.si,n1 T•>+t' 4'ri,'r F:. �. •r,. .r:: tl;w•.1-+.-x �Jic4iyV.h'+.4h`SurrLlFirvd)Wu�s4�r-leir��z wrt,_r 1, ti• P; 1] wrCy+u.�r �+r rw n ra � r �..xr • �:>a •�xn x. rsi-.�.• la.,: t4rvrT Y+�1rCC r�La wntw�it�•lL%%rry' Iutrn00.1 R• 4-.: .., •Loral .-. , �.rn It a•. 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A:bT and LEGEND Goodman Network 11708 Kanis Road Little Rock, AR 72211 -FOUND MONUMENT p-SET#4 RE13AR IV/GAP and G•rAaf wN:•n�tti�tl DeveWPn`anl PUonn�SCI.�3 �' -COAIPlJ1ED POINT B_OONTROLLING CORNER pp=11 AODRi55= Ems, , $40 , t y net Kyys lTj �•,.- FENCE U[lle FWdk+•Amisas a SUPPORT POLE O POWER POLE hereby c that the above Plat mp2sentss + POWER POLE YI/IRANSFORIAER gly.py made by moon this day, and eft d. INEARTHING ELECTRODE aa[L•alana" ( cacMbnt% AM hn;Ip Cm4Tl5 Q TOWER disclosed C[7'I+s-eya,e0Igwh. No r1 scgM1h for oascmcnls, covchahla. I'd CONDUIT o PHONE PEDESTAL jxfdcnl a brwlces O• any whar fecls which en F GUY ANCHOR accurate title search may Qsclose was"rlpma�. b FIRE HYDRANT ® CONTROL BOX Drawn By: L.REVISING SCALE: VARIES Lilo O ELECTRICAL TRANSFORMER Checked By: R.SA DATE 415110 17 WATER VALVE . CABLEMARKER H:\SURVEYS\GCODNISURVEYS\SELLETTE DWG AN E ELEGTRICALMETER FILE NAME: • SPOTELEVATION Srf•iY f:CIL'I'i vuo CA69W LC] KAN S RC]A� — - — OVERALL SITE PLAN SCALE: 1'= 60'-0' a G IS BASED ONPREPARED BY ARKANSASC, DATED 61JI09 NOTE: ALL trRlJTY SERNC✓_ POINTS OF ENTRY SHALL SE VER�REO PATH ACTUAL SHELTER MANUFACTORLR ORAWNC5 PRIOR TO INSTALLATION PROPOSED 11'-5' X 16'-0" \ A T&T SHELTER \ RE SHEETS S-1&S-2 15' UTILITY EASEMENT 7NG H-FRAME \ ROPOSED METER COMBO \ NO HOFFMAN BOX Q ^moa O: to Z z L" � o�• C- N . Q J Lu -71C :_ E �HV 0 y 'a z N oo w H '--AS. ,. �. a p - - J w�` U c ' 0 m N rr1 rh W N� °L�--: ° �� W ° w J �^�Uv W o� m 2z W g v1 J W N O NO W N M lf1 1W F- u5Qc W N N W U _ O W O O O Z J = -- W°- H U ATE F ARKANSAS }: REGiSTE',,D 11833 G 11/10 START DATE: S 10 10 DRAWN BY: LMR \ CHECKED BY: RSA SHEET NlJMf3ER C-2 REVS ED COMOUND 30' ACCESS & UTILITY EASEMENT w EXISTING GRAVEL- DRIVE zs HEAVILY WOODED AREA SUROUNDING SITE LEASE PARCEL BOUNDARY 19'-01, I x—x—x—�x- 8' WOODEN FENCE x WINPOED WE o I I x I PROPOSED GPS ANTENNA . RE SHEET C-5 x PROPOSED 24 ' WIDE ICE BRIDGE — RE SHEET C-6 EXISTING 150'-0' A- STEALTH POLE x� o i + EXISTING GRAVEL PAD x o I I x � I x x-- —x—x—x 19'-0" IA QU nm4 0� �S A z z ;, r I� �- = �mE zw`Qw ��o �S NOTE ALL UTILITY SERVICE POINTS OF ENTRY SHALL BE VERIFIED WITH ACTUAL SHELTER 04 .:w :)1f 0 ; MANUFACTURER DRAWINGS PRIOR TO INSTALLATION w N r u 2'_0° r TOWER MANUFACTURER'S SPECS. FABRICATION, AND CONCRETE FOUNDATION DESIGN WV_L BE PROVTO£D BY _ x x x x — x TOWER VENDOR. TOWER SHOWN ON THESE PLANS 15 KPRES34TAMIE CC) ONLY OF THE TOWER TYPE. N M M_ I �t W ^� Lv C Q <=:D o Q o u J o �� V_ w m LEGEND v Lu 0 " CM- CROWN MONITOR J x l F1' -FLASH POWER BOX FB - FLASH BOX w L/iLu -3 Z `•cvn M - METER Ln c W x B - BREAKER H - HOFFMAN BOX 4 I t MD - MAIN DISCONNECT H - HOFFMAN BOX N s G - GENERATOR POWER S 0 I PROPOSED HOFFYAN BOX PROPOSED 200 AMP 4 METER BANK COMBO EXISTING H-FRAME —x—x—x 14'-0" x ENLARGED SITE PLAN 0SCALE: 1' - 10'-0' 15' UTILITY EASEMENT GENERAL NOTES 1. ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 2. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC 9ELIFfCA77ON (LATEST EDITION). 3, FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED ACCESS NOT REQUIRED). 4. FACILITY WILL NOT BE LIGHTED WIIH THE EXCEPTION OF EMERGENCY CONDITIONS. 5. FACILITY HAS NO PLUMBING. 5. TOWER AND ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES. Z CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND PRACTICE ALL O.S.H.A. SAFETY GUIDELINES WHILE PERFORMING SERVICE FOR AT&T. B. WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION SYSTEM, THE CONTRACT COMPANY IS RESPONSIBLE FOR PROVIDING A SUITABLE SYSTEM FOR ITS EMPLOYEES. I CONTRACTOR SHALL PERFORM A SAFETY INSPECTION PRIOR TO COMMENCING ALL WORK ACTIW71ES AT A AT&T LEASED OR OWNED SITE AT&T SHOULD BE IMMEDIATELY NOTIFIED OF SAFETY HAZARD(S) FOUND DURING THE INSPECTION THAT COULD CAUSE BODILY HARM OR ENDANGERMENT TO LIFE OR THAT COULD CAUSE DAMAGE TO PROPERTY. ALL WORK SHALL BE HALTED UNTIL SUCH TIME THE REPORTED SAFETY HAZARD CORRECTED. THE SAFETY HAZARD, IF POSSIBLE, SHOULD BE CORRECTED BY THE CONTRACTOR WHILE ON SITE, AFTER THE CONTRACTOR HAS NOTIFIED AT&T OF THE HAZARD AND HAS RECEIVED APPROVAL FROM AT&T TO PERFORM THE CORRECTION. O N0 LU Lu U V, . L, X�u— N 00 z2 oLu '- w a U J START DATE: 5 10 10 DRAWN! BY: LMR LL=CHECKEQ BY: RSA SHEET NUMBER C-3 TOPOFT657 __ -- -- -- ELE1! = 150"-0" PROPOSED UM75 PANEL ANTENNAS CONCEALED INSIDE STEALTH POLE_ _ �ELEV. ,6, pR�OPOSED GSM PANEL ANTENNAS CONCEALED INSIDE_STEALTH POLE r.RAnF EXISTING 150"-O' HIGH STEALTH TOWER 8' WOODED FENCE W/BARBED WIRE ELEVATION VIEW SCALE:1'-30'4Y EQUIPMENT PLATFORM:MO::NA ANTENNAS ARE DESIGNED TO MEET LOCAL BUILDING CODETIAPA-222-F STRUCTURAL STANDARDS FORD EED�PP�O MPH TRUCTTIRE5, THE THESE DRAMNGS HAVE 9EEN PREPARED TO DEPICT PROPOSED OVERALL TOWER HEIGHT DIMENSION AND SHALL NOT BE 05E0 FOR CONSTRUCTION. CONTRACTOR TO VERIFY TRUE HEIGHT WITH TAPE DROP. Aam- No OR TOWER ADDITIONS SHALL BE MADE WITHOUT APPROVED STRUCTURAL ANALY515 PREPARED BY OTHER. NOS AjyLjrACpjRER,$ SPECS, DESIGN, FABRICA. CONCRETE FOUNDATION DESIGN WILL BE PROVIDEDRONBY AND TOWER VENDOR. TOWER SHOWN ON THESE PLANS IS REPRESENTATIVE ONLY OF THE TOWER TYPE. N01: SUB -CONTRACTOR TO COMPLY W17H ALL FCC AND FAA REGULATIONS ON THIS PROJECT NOTE: 1. THE SIZF, HEIGHT AND DIRECTION OF THE ANTENNA SHALL BE ADJUSTED TO MEET AT&T SUPPLIED REDS. 2. CONTRACTOR SHALL VERIFY HEIGHT AND DIRECTION OF MICROWAVE DISHES WITH PROJECT MANAGER- J. All ANTENNA AZIMUTH TO BE FROM TRUE NORTH. THESE DRAWINGS ARE NOT INTENDED TO REFLECT THE STRUCTURAL INTECaTY OF THE TOWER THE PROPOSED ANTENNAS AND TRANSMISSION LINES SHOWN ARE REPRESENTATIVE IN NATURE AND DO NOT REFLECT THE ACTUAL CONFIGURATION REQMD. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ANALYSIS OF THIS TOWER SITE FOR THE APPROVED LOCA17M AND CGMFEGURARM OF ALL ANTENNAS AND TRAN5Ml55iON LINES ALL ANTENNAS MUST BE MOUNTED AND THE TRANSMISSION LINES CONFIGURED IN STRICT ACCORDANCE IMTH THE STRUCTURAL ANALYSIS PROPOSED 11"-5" X 16'-0' AT&T SHELTER SHAFTS: S-1 & S-2 SECTOR 1 o Q 120' TYP. PROPOSED AT&T PANEL ANTENNAS CONCEALED INSIDE STEALTH POLE �11fl ��O SECTOR SECTOR 3 REMOVABLE PANEL 0 z W 270' 90' NOTE: 180' CONTRACTOR TO VERIFY AZIMUTH DIRECTIONS W1774 RF ENGINEER. AIR TERMINAL PROVIDED W11H TOWER AND INSTALLED v P c BY GENERAL CONTRACTOR N a Q ON�4� O: N t-) Z Y N c PROPOSED GSM PANEL ANTENNAS CONCEALED INSIDE g ¢ u Z `^ W Z o STEALTH POLE ANTENNAS ARE THE z o ^ = Z WY Z J NOT VISIBLE FROM 5- - p zPW EXTERIOR. -E _ o px G J z LzL1 t/ I u �. c •�1'3.Y �� PROPOSED UMTS PANEL ANTENNAS CONCEALED INSIDE o STEALTH POLE. ANTENNAS ARE o NOT VISIBLE FROM THE EXTERIOR. 00 rn 1Y1 fV m NOTE: CONTRACTOR SHALL PROVIDE INTERIOR w N C ANTENNA HARDWARE W C ? Q o FUTURE CARRIER ANTENNAS W u W o CONCEALED INSIDE STEALTH J Q 1 gnu m t� POLE. ANTENNAS ARE NOT W VISIBLE FROM THE EXTERIOR. w ~ YO W J z r- W J h- FUTURE CARRIER ANTENNAS N CONCEALED INSIDE STEALTH o POLE. ANTENNAS ARE NOT a VISIBLE FROM THE EXTERIOR. o�_ 0 wmNu� CI% FUTURE CARRIER ANTENNAS w J ry CONCEALED INSIDE STEALTH xLu u — o POLE. ANTENNAS ARE NOT VISIBLE FROM THE EXTERIOR. o W O o o' coz J 2 r- w PROPOSED 150' HIGH STEALTH POLE SHEET �ANTENNAS �FOR FFiREGI*STE - i0511E 01FIGURAifON REFER ANTENNA MOUNTING HEIGHTS, MODEL NUMBER.AZIMUTH, ETC... ' D ALL STEEL SHALL BE HOT -DIPPED GALVANIZED. NOTE: ANTENNA ARRAY MOUNTING HARDWARE MAY BE PROVIDED BY TOWER MFR. CONTRACTOR TO BID SEPARATELY. kI 11833 HA PF�—C T DAWN BCKED 8Y: R5R SHEET NUMBER C-4 FIF CABINET SCALE: N.T.S. 1 11 CyAlt ('7 CU u u in CD 14 25.96 BAR CODE 09a HPGM720 LER E911 LMU 16'-0" [192"] -- 6Y4" — i - 14'-1 1Y2" [179Y"] 20" 20"- — WAVEGUIDE LOCATION D1 ERICM 2206 DC BATTERY RACK .. SHELTER INTERIOR Z SCALE: N.T.S. CABLE TIE BRACKET 02106-03 127591 GA GROUND FUSE PAI RE7 TruePosl 3'-8 i/2- POWER F.I.F C PER CEr BAY i CABINET / NEC 6y4., 20" TELCO BOARD b 5 4 3 6/11/10 REVISED COMOUND 7 6/10/10 ADDED LANDSCAPE PLAN 1 5.12-10 PRELIMINARY CD c V1 Q UNCP� �nm4n L 00 Z z g� �QnN NJ iJ F N moY z: c 0 ¢} —.OF tit �V ZLLJ Q> W o v Lu LvY N 'R ,i1y '• o o o a — Lu 1 LD 00 rM N M m W N N w j Q L Q Q � Lu �i U Q `nUv W J z o `^ co J w Lu UJ g :�i J z W J O o W M N P: UE5Q� (13 c LU v N W \ 0 O O W oLu z a 2 Lu 1— U �rAT E rrr� f y00 ARKAN AS REGISTENDfli 11 11833 6/11/10 START DATE: 5/ 10/ 10 DRAWN BY: LMR CHECKED BY: RSA SHEET NUMBER C-5 G S 4 3 6JII/10 REVISED COMOUND z WI /TO AOM..Di.ArNDSCAMPLAN CELLULAR CABLE HATCHPLATE DENOTES COLOR CODING MARKINGS 5-12-10 rRFuvrNnurrus 1u •-wq� c � Y GPS ANTENNA MOUNTED PORTS FOR TOP TWO ALPHA GSM V1 �Nqr � z ~—N L � ' TO 1 1/4' GRS (SEE GPS ANT. a eaj Z C Q Y m N Z o W MOUNTING DETAIL 3 THIS SHEET) RED RED V' o` Y Lv o - • o _ > N E SECOND ROW ORANGE 17E WNI BLUE } - v t :ro ' D CUT POST LENGTH TO TWO PORTS FOR BETA G5M Lu w C z 52 O o w SUIT BY REMOVING UNCAPPED END BLUE o ORANGE BLUE BLUE BLUE �NHANGE ' i . z _� r _ THIRD ROW TWO PORTS T BLUE U _ ,-- 24' WIDE ICE BRIDGE. FOR GAMMA GSM CUT ICE BRIDGE 41 CHANNEL TO SJI r C!�'EO GREEN (SEE NOTES) ORANGE ORANGE BLUE BLUE WHITE WHITE VALMONT PN 81890� TRAPEZE SUPPORT BOTTOM ROW m co M m KIT 2'-6' O.C. TO BE LEFT EMPTY W N r4 e o V1 p"z Q COAX (iYP) NO OTHER CABLES TO ACCESS GSM UM75 W Q O Q O ELI U EMPTY PORT ENTRIES p �z W VALMONT PNJ B130 o J Q z O CO PIPE COLUMN z HATCH PLATE COAX J L11 W SCALE: N.T.S. £ �;i —Lu -1 C z 3 1/2" O.D.x 15' J DIRECT BURIAL POSTS-------_. N U FINISH SLOPE TO DRAIN GPS ANTENNA (PROVIDED BY AT&T INSTALLED BY G.C.) 4-0 CONCRETE PIER <" s. 1 1/4 ' O.D. X 3'-0- MAX. p Q w `^ GPS MOUNTING PIPE .J ry X U W (SUPPLIED BY G.C.) O o owe ^ Sl • • Lu • S .- ., PROVIDE U J 12' MIN. APPLICABLE PIPE -TO -PIPE CLAMP GROUND WIRE FROM LMU TO MGB - SECURE TO PIPE ATENA F� 3 2' O.D. ICE 1/ ++yrrA BRIDGE POST + REGIS�,TE. D ■ COAX CABLE (AS REQUIRED BY ANTENNA MANUFACTURER) i i PRO I i ,EN NE �► 11833 +f rr 5 ljj 10 ICE BRIDGE SUPPORT POST FOUNDATION ANTENNA START DATE: 5/10/10 SCALE: N.T.S. __@GPS -SCALE: N.T.S. DRAWN BY: LMR CHECKED BY: RSA SHEET NUMBER C-G T101- _- Property of AT & T AT&T Mobility operates telecommunications antenna atthis location. Remain at least 3 feet away from any antenna and obey all posted signs. Contact the owner(s) of the antenna(s) before woking Authorized closer than 3 feet from the antenna(s). Contactance Mobility at&Ot822 priorteperformingany maintenance or repairs near AT&TATkT Mobility antennas. This is Site # Personnel Only `; Contact the management office if this doorlhatchlgate is found unlocked. ,i ARM S En esta propiedad se ubican antenas detelecomunicaciones _ n _ of emergency, In operadas por AT&T Mobility. Favor mantener una distancia de no menos de 3 pies y obedecer todos los avlsos maintenance on this site, clall Comuniqese con el propietario o los propietarios de las antes de trabajar o caminar de menos de 3 pies de la antena r reference cell site number Comunlquese can AT&T Mobility 800.638-2822 antes de n silizar cualquler manten[mlento o reparaclones cerca de las ante=de AT&T Mobility Esta as la estacion base numero Favor comunicarse con la oficina de la adminlstracion del edlflclo sl esta puerta o compuerta se encuentra sin candado Glass main entry doors may be branded' with AT&T Mobility logo providing this is not a lighted / 'marquis' sign. In certain cases where a site is unmanned, exterior door signs may be omitted to prevent drawing undue attention to the site. For these types of sites, the market may elect to harden security in a more invisible manner. It is the responsibility of the market to make prudent decisions for unmanned core sites on a case by case basis. MAIN ENTRANCE/ FRONT DOOR OF BUILDING SCALE: N.T.S. J • INFORMATION ACTIVE ANTENNAS ARE MOUNTED ON THE OUTSIDE FACE OF THIS BUILDING BEHIND THIS PANEL ON THIS STRUCTURE STAY BACK A MINIMUM OF 3 FEET FROM THESE ANTENNAS Contact AT&T Mobility at 800-638-2822 and follow their instructions prior to performing any maintenance or repairs closer that 3 feet from the antennas. This is AT&T Mobility site For AW owned cell towers and other —owned towers where AT&T Mobility is permitted to post RF safety signage the typtcd RF exposure signage consists of an "INFORMATION' sign installed on entrance gates or adjacent to the 'CAUTION" signs required to be installed at accesses to each combing /odder at the lower. 'INFORMATION" signs are no longer permitted to be installed on equipment cabinets or buvdings. INFORMATION SIGNS SCALE: N.T.S. L G 5 4 3 6/I1/10 REVISEDCOMOUND 2 6/IQ/10 ADDFDLANDSCAP.E PLAN 1 5.12.10 PRELM NAVY COS C N N Q Tryco- � o�9 N U 2 Nm G }}: 7 O Z 'v QryN� N E FE -UJ zNp W 0$ Z � /. J 11J U tiC 00 N M fY1 W N� V1 Q 0Q0 6� W o C!fYu w J w zo- �J::) W z � � w J N t9 ON W N '— rrl N Lfl c U V, X C JN LIJQU^ ow�o O Z J = ^ LU L U of 5 0 ARKAA AS REGiSTE D PR D i ENEWEI 11833 0�� w 00 R/C K4P E G 11 10 START DATE: 5/ 10 10 DRAWN BY: LMR CHECKED BY: RSA 11 SHEET NUMBER C-7 PROPOSED TREE 2' CALIPER SPACED 0 15'-0' MAX O.C. MATURITY HEIGHT = 20' PROPOSED TREE 2' CALIPER SPACED 0 15'-0' MAX O.C. MATURITY HEIGHT = 20' PROPOSED TREE 2' CALIPER SPACED 0 15=0' MAX O.C. MATURITY HEIGHT = 20' PROPOSED TREE 2' CALIPER SPACED 0 IY-O' MAX O.G. MATURITY NEICHT = 20' PROPOSED SHRUBS SPACED 0 4'-O' MAX O.C. PLANING HEIGHT = 30' MATURITY HEIGHT = 60' r T— \ PROPOSED SHRUBS SPACED 0 4'-O" MAX O.0 PLAN71NG HEIGHT = 30' MATURITY HEIGHT = 60' LANDSCAPE PLAN SCALE: 1' = 10'-0" PROPOSED TREE 2' CALIPER SPACED 0 15'-0' MAX O.C. MATURITY HEIGHT = 20' PROPOSED SHRUBS SPACED 0 4'-O' MAX D.C. PLAN71NG HEIGHT = 30' MATURITY HEIGHT = 60' PROPOSED TREE 2' CALIPER SPACED 0 15'-O' MAX O.0 MATURITY HEIGHT = 20' PROPOSED TREE 2' CALIPER SPACED 0 IY-0' MAX O.C. MATURITY HEIGHT = 20' PROPOSED SHRUBS SPACED 0 4'-O' MAX D.C. PLANING HEIGHT = 30' MATURITY HEIGHT = 60' PROPOSED 7REE 2' CALIPER SPACED 0 15'-0' MAX O.0 MATURITY HEIGHT = 20' BALL DIAMETER FINISH GRADE MR. 3' SHREDDED HARDWOOD MULCH T COMPACTED EARTH SAUCER (NOTE IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS NTH T OF MULCH, MIN.) DUSTING GRADE PUNTING SOIL MIXTURE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL TAMPED PLANTING SOIL MIXTURE TO PREVENT SETTING NOTE 1. ALL PLANTS ARE TO BE GUARANTEED FOR ONE YEAR BEGINNING ON THE DATE OF INSPECTION BY AA TO, COMMENCE THE PLNNT ESTABLISHMENT PERIOD. 2. PLANTING SOIL MIXTURE TWO PARTS TOPSOIL, 112 PART COMPOST, AND 112 PART MANURE (WELL ROTTED, HORSE OR CATTLE MANURE FREE OF STOW. STICKS AND SOIL: CONTAINING A MAAMUM 25 PERCENT BY VOLUME OrSU% SAID UST. OR OTHER BEUONG MATERIALS)L THOROUGHLY NIX ALL PARTS OF PLANTING SOIL MIXTURE TO A UNIFORM THROUGHOUT. TREE PLANTING DETAIL ___.(�) PREPA,.�,..,.,�- TAMP TO PREVENT SETTLEMENT - MIN .[ IN ACTED II SAUCER ED GRADE D IURLAPPED `'— 9" MINIMUM SHRUB PLANTING DETAIL _(�) U?JFP.AL PiANTNC NOTES 1. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIAL. FREE OF PESTS AND DISEASE 2 ALL PLANTS SHALL BE CONTAINER -GROWL BALLED OR BUIRLAPPED. 3. ALL PLANTS SHALL BE SLIMCT TO APPROVAL OF THE OWNER'S REPRESENTATIVE BEFORE, DURING AND AFTER INSTALLATION. 4. ALL PLANTS AND PLANTING AREAS SHALL BE COMPLETELY MULCHED. 5. PRIOR TO CON51RUCTIOK THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL U71LMES DURING THE COURSE OF THE WORK THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO UTILITIES. STRUCTURES. SITE APPURTENANCES. ETC. WHCH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR VEHFTNG ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT BUT NOT UNITED TO WATERIM SPRAYING, MULCHING FERTILIZATION OF PLANTING AREAS AND LAWNS) UNTIL WORK IS ACCEPTED IN TOTAL BY THE OWNER'S REPRESENTATIVE EL THE OWNER'S REPRESENTATIVE WLL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. 9. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED NTH MATERIAL OF THE SAME SPECIE$ QUANTITY, SIZE AND IEETING ALL SPECIFICATION-, 1D. STANDARDS SET FORTH IN THE "AMLRICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM WAUTY REOUIREMENTS FOR PLANT MATERIAL 11. CONTRACTOR TO WATER AND WARRANTY TREES FOR ONE YEAR. 12 INTERMITTENT PLANTING OF EVERGREEN TREES SNAIL OBTAIN A HEIGHT AT MATURITY OF NO LESS THAN 10 FEET AND HAVE NO UNOBSTRUCTED OPENINGS NOER THAN TEN (10) FEET BETWEEN TREE CANOPIES UPON MATURITY. 6 S 4 3 6/II/10 REVISEDCOMOUND 2 6 10/10 ADDED LANDSCAPE PLAN 1 S•12.10 PRE LIMINARY COS w C V1 t/1 b N v a v Q BNc? >r O: z 'C¢NN � Y c o N w G z C, J L> - o� nZi5w�p Q j �� E MI r O o�w o g - zN '- Lu U s+ r N m m w N� ull Lol �1`z Q ° °<OW w zooul J w w -wg � Lon r: 0- w J I N O W � LLJ N F'FIN--^� U V, X IL J N W 1) v —�T', IN C� 0 Lr) O z J = ^ W I�. Q U J START DATE: 5/10/10 DRAWN BY: LMR CHECKED BY: RSA SHEET NUMBER L-1 3 6/II/10 REVISEDCOMOUND 7 6/IO/I0 ADDED LANDSCAPE PLAN \ 1 5-12-10 PRELIMINARY CUS \ v n ton \ �Z EGINC� ..A= V- N ryry m= N NO z W OC �z Q >- —�pO� ZH -� Lu E z � > W F� _ o w 0 0 \ \ } +\ z N Y. Lu \ / U \ Jr \ co \ \ 8' HIGH W170DEN FENCE �- 1 1 I N m \ WAARBID WIRE + W C) ^ Z f\ 0Q0 \ \ w p ct� U W EXIS71NG 150' HIGH ♦" �+ �\ J E- z C 51EALIHPOLE�\ --jC Z + /1 + \+ r'� + w� Y1 N lfl U = Q c +\ /+ / j• NEW 2° UNDERGROUND EIFCTRICAL CONDUIT X y N FROM METER TO AT&T SHELTER (+/-75) w a U + i ♦ ow�LLnn 10'-0' WIDE / cow J + H-FRAME WITH METER // U \ COMBO AND HOFFMAN BOX / J a \ l +\ f%■■rr�� ► pT NEW 4' UNDERGROUND 00 Ca CT L F' + CONDUIT FROM HOFFMAN BOX TO +`If ARRAA AS \ AT&T SHELTER (+/-45) + REGISTE* D PRO I \+ \ EN NE +► \ \ 11833 00, \ URIC E \'LL Is 11 10 START DATE: 5/ 10 10 POWER AND TELCO SITE PLAN \ � \ DRAWN BY: LMR SCALE: 1/8'=1'-0' \ yi \ CHECKED BY: RSA SHEET NUMBER E-1 10'-0" WIDE H-FRAME WITH METER BOX AND HOFFMAN BOX 00 00 00 SCH 40 (USE SCH 80 UNDER 00 ROAD BED) MIN 30" BELOW GRADE FlNISHED GRADE, OR GROUND COVER MATCH SLOPE AND THICKNESS OF EXISTING TRENCH UNDISTURBED CONDUITS FO1 ELECTRICAL, WHERE APPLICABLE ' ELECTRIC SERVICE METER SOCKET 200 AMP 1201 240V 1 PHASE 3 WIRE (SUPPLY AND INSTALL BY SUBCONTRACTOR) If) POWER RISER DIAGRAM SCALE: N.T.S. NEW HOFFMAN BOX NOTES. 1. LEAN CONCRETE, RED -COLORED TOP, MAY BE USED IN PLACE OF COMPACTED SAND. + CONDUIT SIZE, TYPE QUAN71TY AND SEPARATION DIMENSION TO BE VERIFED WITH LOCAL UTILITY COMPANY REQUIREMENTS 'll fMvARY TAPE COMPACTED BACKFILL W/ SATISFACTORY NATIVE OR IMPORTED SOIL COMPACTED SAND (SEE NOTE 1) COMPACTED SAND BED (SEE N07E 1) DIRECT BURY CONDUIT DETAIL_ SCALE: N.T.S. L ALL PIPING ABOVE GROUND MUST BE METALLICW/GROUND BY SUB -CONTRACTOR BY SHELTER MFR AS N07ED OUTLINE OF EQUIPMENT SHELTER MANUAL TRANSFER SWITCH (BY SHELTER MANUFACTURER) ELECTRICAL PANEL (BY SHELTER MANUFACTURER) SURGE ARRESTOR (BY SHELIER MANUFACTURER) I I� r 1—' I 1 L----J L__J 200 AMP EMERGENCY GENERATOR RECEPTACLE __. ______________ ___ ______ = ��r===-=-____ - --- ----- -----------------------y INSTALL GROUND ROD USE LONG SWEEPS �2' INA CONDUIT PER LOCAL UTILITY CO. AT ALL BENDS NEW UNDERGROUND TELEPHONE SERVICES IN A� REQUIREMENTS 4' DIA. PVC CONDUIT SCH 40-30' MIN. BEND' BELOW GRADE. PROVIDE FULL LENGTH PULL ROPE IN CONDUIT. VERIFY W/ LOCAL j TELEPHONE CO. )' \_4" DIA PVC CONDUIT ____-_-__ --- SCHEDULE 40 4" DIA. PVC CONDUIT (HEAVYWALL) 90' SWEEPING BEND 6 S 4 3 6/I V10 REVISEDCOMOUND 2 4/ILv10 ADDED1ANDSCAPE PLAN I S-12.10 PRPOMLNARYCDS v ^��� 2 P Q p^mm� d 7u } OJ ° ZQJ } N Z)=Qr!EL u Lu : WC 1- oN9 Z N 'w W V 00 m N rr1 M LLJ N Lon 0Q0 C IJ W _I Q U;::;;_ m J Lu z0`^ � Lu w C z Z F- J W N o N 0 wmN� F=Fw-^� U j Q - Lu N w v - 5# 1 Ow0O O Z 1 = �w�� V J /0�� S� pT ED� F y►� ARKANJSAS i}++ REGISTE* D i PRO I EN NE 196, 11833 ;���; G 11 10 START DATE: 5/ 10 10 DRAWN BY: LMR CHECKED BY: RSA SHEET NUMBER E-2 TOWER GROUND RING 4 8 11 3 ❑ O 0 o EQUIPMENT SHELTER PLACE UNDER CABLE ENTRY PORT BEING USED AND PROVIDE (2) 12 TINNED COPPER LEADS FROM INTERIOR GROUND BAR TO SERVICE ENTRANCE GROUND ROD GENERATOR %SOCKET Xl+ GROUNDING DISC f- l— SWITCH t \ DOOR FRAME -f� GROUNDING 9 EXTERIOR GROUND BAR 110�---� / GROUND RING + j+ Jr + s TO FENCE CORNERS SITE GROUNDING PLAN � SCALE: 3/ 16' = V-0' I 1 1 i��RTH + � PROA:CT NOTES tDTOIWR GROUNOING: EXTEND 12 TINNED CU WIRE FROM BURIED GROUND RING TO NEW TOWER AND MAKE EXOTHERMIC CONNECTION THATCH PLATE GROUND BAR: EXTEND j2 TINNED COPPER WIRE FROM BURIED GROUND RING UP 7HR000H 112" O.D. PVC SLEEVE INTO EWMENT 94ELTER FOR CONNECTION TO INTERIOR HALO GROUND RING. TYPICAL AT (4) BUILDING CORNERS 3OGROUNDING OF NVTERNAL GROUND RING` EXTEND 12 TT M COPPER WIRE FROM 809W GROUND RING THROUGH 112" O.D. PVC SLEEVE INTO EWPMENT ShU TER POP CONNECTION TO INTERIOR HALO GROUND RAW.. TYPICAL AT (4) BUILDING CORNERS. 4OGROUND ROD.- COPPER CLAD STEEL 5/8" D.D. TEN (10) FEET LONG. O ICE BRIDGE SUPPORT POST GROUNDING: EXTEND 12 TINNED COPPER WIRE FROM BURIED GROUND RING TO ALL ICE BRIDGE SUPPOST POSTS AND EXOTHERMICALL Y WELD. ©FENCE CRWONG IF FENCE IS WlI ffl 6' OF GROUNDING RING, EXTEND 12 TINNED COPPER WRE FROM BURIED MWO RING TO FENCE CORNERS AND EX07HERMICALLY WELD. BOND INTERMEDIATE POST IF REQUIRED TO MAINTAIN 25' SPACING. 7OHVAC GROUNDING: EXTEND ►2 YENNED COPPER HIRE FROM BURIED GROUND RING TO THE HVAC UNIT AND MAKE A MECANICAL CONNECTION. �8 TOWER GROUNDING BAR: EXTEND j2 TINNED COPPER WIRE FROM BURIED GROUND RING UP TO THE TONER GROUND BAR AND MAKE A MECHANICAL CONNECTION. SECURE GROUND BAR DIRECTLY 70 THE TOWER WITH STAINLESS STEEL MOUNTING MATERIAL �9 CELL REFERENCE GROUND BAR: EXTEND 12 TINNED COPPER WIRE FROM BURIED GROUND RING UP TO THE CELL REFERENCE GROUND BAR (INSIDE SHELTER) AND MAKE A MECHANICAL CONNECTION. 10 TELCO GROUNDING BAR: EXTEND 12 TINNED COPPER WRE FRDM BURIED GROLWD RING UP TO TELCO GROUND BAR (INSIDE SHELTER) AND MAKE A M£CHAhRCA7. CONNECTION 11 ANTENNA GROUND BAR: MOUNT GROUND BAR DIRECTLY TO 70MR AT TOP OF COAX RUNS. SECURE TO TONER WIIH STAINLESS STEEL MOUNTING MATERIAL 12 GATE GROUNDING: EXIEND 02 TINNED COPPER WIRE FROM BURIED GROUND RING TO GATE POSTS AND EXOTHERMICALLY NE7D. 13 TERIOR GFCI RECEPTACLE GROUNDING; EXTEND 11 TINNED COPPER MRE FROM BURIED GROUND RING TO 7HE EXTERIOR GIG RECPTACLE AND MAKE A MECHANICAL CONNECTION. NOTE 1. ALL GROUNDING PER STATE AND LOCAL CODES 2. ALL GROUNDING PER AT&T SPECIFICATIONS ALL SITE GROUNDING TO BE IN ACCORDANCE N17H 'AT&T MOBILITY GROUNDING STANDARD" NETWORK DOCUMENT NO-00071 REV. 20 08127107 co N m m W N- E� Lon � ��z W °<O L _J Q V)Uv_ W m J w z0�, �g :D w LLJ oN w0 (13 F- LZ = 'T U L Lu N W N Lv 0 O O W Lr) Oui z-j ^ Lu U J lsj AT E aP ARKA SAS ,EN INEM 6,*6 11833 ~! �� E. Y WAMull START DATE: 5/ 10/ 10 DRAWN BY: LMR CHECKED BY: RSA SHEET NUMBER GR-1 SERVICE ENTRANCE RACEWAY (TOP OR BOTTOM FEED) NEUTRAL BUS NOTE.- BOND NEUT AND GROUND BUS SERVICE DISCONNE 'AL) ;TOR R SELF USED BOND EQUIRED METER SOCKET AND MAIN DISCONNECT ENCLOSURE SHALL BE NEMA 3R HARGER 18' DIA. GROUND INSPECTION WELL OR EQUAL FINISHED GRADE -1 c==E ill WELL SHALL BE INSTALLED AT FULL DEPTH OF GROUND WIRE TRENCH REMOVABLE COVER U ll� U 12 PIG TAIL TEST LEAD 2'-0' NEW HARCER TEST WELL AND LID 6 S 4 3 6/11/10 REVISEDCOMOUND 2 6J 10/10 ADDED LANDSCAPE PLAN S-V2-10 PRELIMINARYCD'S ^ c; n tool Q Qa }7: Z z1114 t+ 4 _N Z_ C:�z �Znovq OK_„ c_ woc �NQ J} ^CLO L+OR'i i9 E 7.'u ; J��E -a o�rr �C w a X :2Iy Q Cl tu W V m N L1J N Lono ^ z o 0<0 W ¢'^ V — z 0 Lon Lu '_ r g w J 0" 200A MAIN BREAKER H � SERVICE DISCONNECT _ U ` '1EE' TYPE EX07HERMIC Lu WELD TO GROUND ROD w a 30" BELOW GRADE. o w i' WIDE SLOT CUT SMOOTH FOR GROUND RING. EXTEND NOTCH 2' ^ Z uj k ABOVE CONDUCTOR U �E1iTERIOR GROUND RING GROUND BUS _CTRICAL SERVICE ID ROD MAK.o SERVICE ENTRANCE SERVICE ENTRANCE GROUNDING0 SCALE: N.T.S. LOOSE GRAVEL ROD 3/4" X 10'-0" GROUNDING ROD W/ACCESSS SCALE: N.T.S. START DATE: 5 10 10 DRAWN BY: LMR CHECKED BY: RSA SHEET NUMBER GR-Z (TYPE -TA) EXTERIOR GROUND . RING HVAC GROUNDING SCALE: N.T.S. NOTES GROUND ROD, HARGER 5810 OR EQUAL 510' dia X 10'-0' LONG. MIN. CONTRACTOR SHALL VERIFY MATH OWNER SPECIFICATION FOR LTINIMUN SIZE OF GROUND ROD TO BE INSTALLED 4 3 ? I 6/II/10 6/10/10 s-Iz-ln REVISED COMOUND ADDED LANDSCAPE PLAN mE I. mH NA PY roS r GROUND RODS SHALL HAVE A MAXIMUM SPACING TWICE THE 4 a O LENGTH OF ROD Q^ V'l o ry e GROUND RODS MAY BE z g Y M N z ��=� ry `` a -COPPER CLAD STEEL a Z w o -SOLID COPPER Q5. z z w a SEE RESISTIVITY REPORT FOR VERIFICATION AS AVAILABLE J - ° W E r 5 u ZNO o GROUND ROOS INSTALLED WTTHIN CLOSE PROXIMITY TO TOWER w OR WHEN SOIL 15 AT OR BELOW 2000 OHM-Gu, SHALL BE z GALVANTZED TO PREVENT GALVANIC CORR09ON OF TOWER, {SFf W r ANSI/TIA-ETA-222-F) V NOTE: A LARGER CONDUCTOR SHALL 6E REQUIRED IN AREAS HIGHLY 00 PRONE TO LIGHTNING AND/OR AREAS MTH HIGHLY ACIDIC 501E m m m N _ GRADE LuN Lu OHO wuj L V W J w z UO w N gw= z ' EXOTHERMIC WELD Lu N --------------� r___---_--r--r--- 12 BARE TINNED SOLID DR LARGER GROUND RING PER NFPA 70, ARTICLE 250-66 1 w ��I Lxu 7N ' , 0 O .- ANGLE OF GROUND ROD SHALL o W c o LI Ln NOT EXCEED 45' o Z Li Lu lJ J 1 1 10I1sATE 0 w +f' ARKAN AS :4 ti $t REGISTE* 'D PROMi ,EN NE _�K 11833 G�11/10 START DATE: 5/ 10 10 GROUND ROD DRAWN BY: LMR SCALE: N.Ts. CHECKED BY: RSA SHEET NUMBER GR-3 ICE BRIDGE: USE SAFETY GRATED WAVEGUIDE BRIDGE ROOF i I I TOWER I SLOPE 1%10'-0' J ENTRY PANEL 1 I 1 NOTE PROVIDE GROUND KIT 6" BEFORE TURN 1 GROUND BAR ANTENNA SHEL TER TOWER GROUND BAR 1 �� CABLES ICE BRIDGE S \ \ SUPPORT i \ 1 I #2 COPPER TINNED 1 \\ BOND TO ICE j 1 GROUND WIRE\ BRIDGE SUPPORT I 1 I GROUND ROD 1 1, nNISHEY GRAOE GROUND CONDUCTOR (X3) I I I TOWER GROUND. . . . 1 I 1 i I - - -_-- _---___-. -------^--•---_--_--_---_�--- f i� 1 I 1 t GROUND ROD J I -- N EXTERIOR GROUND RING j (TIE INTO TOWER GROUND RING) RI GROUND RING i GROUND (J2 AWG SOLID TINNED I EXOTHERMIC WELD COPPER WIRE) I CONNEC110N (TYP) GROUND ROD ICE BRIDGE AND ANTENNA CABLE DETAIL I SCALE: N.T.S. 2 G/Iono I ALX7FA1_ANOitAfF� PLR•`: o 5-12•Sn 1114t: 1'CUS u vt Q vN�-c rQc� O V1 U ZQZ N^n o 6= y ZC z Q ZHiw z5a o y� r 0 . - - W �/ 1 CELLULAR CABLE HATCHPLATE M N M Lu Q rx : Q 0�u W Lu _J Q "'ug m LLIzoo Lu'MECHANICAL Lu CONNECTION J 2 HOLES LUG" N 1f 4- X 4" X 20' p COPPER GROUND BAR o 0 0 0 0 0 0 0 a O O O O O O O O O O O w m Lu N Ln O �Qc }�,i c uL. ____-_ TWO HOLE CONNECTION X c U N = 0 o WITH 12 AWG SCUD BARE o TINNED COPPER (TIP) L\ l nc� I o Z L 2 U EXTERIOR HATCH PLATE GROUNDING AT BUILDING SCALE: N.T.S. I-- ECKED BY: RSA SHEET NUMBED GR COMOUND BUILDING FOUNDATION DETAIL =BE31�4' SHELTER FOUNDATION PLAN Z SCALE: N.T.S. 14 010 MAX. EA WAY BUILDING FOUNDATION & STOOP DETAIL SCALE: N.T.S. \-- TIE DOWN PLATE (4 TIP.) STOOP DETAIL 1. THE sUBCNTRACTOR SHALL VERIFY ALL EXISTING TOPOGRAPHY AND HORIZONTAL GEOMETRY AS INDICATED ON THESNDERGROUND ANDE DRAMUCS THE CONTRACTOR IS TO ESTABLISH THE EXISTING LOCATION OF ALL U,MANAGER OF ANY DISCREPANCIES OROWRHEAD EINS. ATERFERND RENCE HP-KH AFFEIMMMA CT TIE WORK UNDERHODFy THE THIS CONTRACT. 2 ALL WORK SHALL BE N ACCORDANCE WITH GOWRNNG AUTHORITIES CODES AND REGULATIONS, INCLUDING OSHA, NEC AND ANSI/'RAIM-222. 3. FLACGERS SHALL BE REWIRED AS NEEDED IN RIGHT OF WAYS 4. THE SUBCONTRACTOR IS COMPLETELY RESPONSIBLE FOR CONTAINMENT OF SEDIMENT AND CONTROL THE ON S17E ANY A N CAGE T AL ADJACENT OR TO THE ONNER.EAM PROPERTIES WRL BE B NCORRECTED OF 04 INAGE AT ALL TIMES 00 NOT OW TO 5. 5 ANDBCONTRACTOR IS To OR PM. ANY DAMAGE r TO STRUCTURES ORNTAIN ADEQUATE AWORK ON THE SITE CAUSEO By INADECUATE MAINTENANCE OF DRAINAGE PROASMS HILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST A550CIATEO WITH THE REPAIRS FOR SUCH DAMAGE HILL BE AT THE CONTRACTOR'S EXPENSE, 6. ALL WASTE MATERIAL SHALL BE PROPERLY CONSTRUCTION MANAGERDISPOSED DIRECTED BY THE AND ACCORDANCEwj ISDIC OA NA AUTHORITIES Z SUBCONTRACTOR IS TO MAINTAIN 20 FT HORIZONTAL CLEARANCE FROM THE CENTERLINE OF EXISTING pOWR LINES OR AS REOUESTED BY THE POKER COMPANY. 5. SEED AND MULCH ALL DISTURBED AREAS NOT COVERED BY OTHER MATERIALS IN ACCORDANCE WITH LOCAL SPECIFIC47IONS 9. ANY PROPERTY DAMAGE CAUSED BY THE SUBCONTRACTOR OR HIS OPERATIONS SHALL BE REPAIRED ANDD'FRNASTORED To AT NO ADOI TO THE OPR SAnSFACTIONOF THE PROOPERTY OWNER(5) AND THE �gRE M 10. THE SUBCONTRACTOR IS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAVANGS SHALL OFF E DRAWNGS SO THE AS TO RESULT 0 AOR FROM CMPLERNG THE WO K IN SYSTEM THAT FUNCTIONS FULLY AS OANCE'ITENDWITHEDED BY THETHE DRAWINGS. 11. ALL CONCRETE MUST BDAYS AND 211 DAM AND PAPERWURK SUMITTED To GOODMAN NNSDAYS 14 ETHKTRK ON ALL POURS BLDG WALL 2' FLAT WASHER I'x2' UNC BOLT (1 PER/PLA7E) 71E DOWN BRACKET SUPPLIED BY SHELTER MANUFACTURER 3/4'x7' CONCRETE ANCHOR (2 PERAME) 2' FIAT WASHER FOUNDA77N GENERAL NOTES 1. E SITE SHALL BE STRIPPED OF ALL VEGETANN PRIOR TO FILL OR CONSTRUCTION OF THE FOUNDATION PAD. 2. ALL FILL SAND SHALL BE 0-15 P.L WITH A COMPACTION TEST RUN ON EACH 6' LIFT COMPACTED TO 90X MODIFIED PROCTOR. 3. ANY SOFT AREAS (TREE STUMP HOBS ETC) SHALL BE CUT OUT AND RECOMPACTED TO SAID PROCTOR THE CONTRACTOR SHALL KEEP THE SITE SO IT WILL HAVE POSITIVE DRAINAGE AT ALL TIMES 5, ALL EXCAVATIONS SHALL BE FREE OF WATER, MUD. AND LOOSE DIRT BEFORE POURING CONCREIL: BLDG./FDN ATTACHMENT DETAIL 3 SCALE: N.T.S. tA to M g : Nl1 c�OS,j z z �¢Mry iy p 4 Z > F W O Q }v C � Z� J 11J a;F E E ZN o vi r l7 U co m N m ry) W N� o^z Q Lu Q�� OQo L W ow �� w J Q ^�oow -m uiL- J I� N U. 0 - w 0 0 m N P 4 F-Iw-^� u5 d- X � J N Lu0U owOo 0Z Lu w U J SYRRT DATE: 5 i Q i 0 DRAWN BY: LMR CFiECKEd BY: RSA SHEET NUMBER S-1 ;ctnsea conavu�o WAVEGUIDE In - 20" - LOGATIDN "81" 1 O O w d pp0 SEE SHEEP 6-1 _ - = 4" TELCO EKW N 1" SCH 40 PVC A CAST 0 45' (TYP) " n a i c to 10" in 16-x" T�l _ !` gJ - " 52%- EQUIPMENT SHELTER ELEVATION SCALE: N T.S. -- 11'-11' Clh3'7 C137'3— 3" r CKT 18 SERVICE DISCONNECT CUSTOMER USE mod' 3y2.. rj � � I IL 4 13 io M If I a ��- I t g" 10' 12" 42" 47 2136' 2" SERVICE ENTRY EQUIPMENT SHELTER ELEVATION - "C" Z SCALE: N T.S. 16'-6" [1981 3" 16'-0" [192"1 — 3' 9y4' , 21h" 20" Lo f f I t 1 1 O O O O 1 1 r 1t 1r �r i WAVEGUIDE WAVEGUIDE - ;r1 �— LOCATION D2 LOCATION D7jrv, ! ,LN rti 1 i ^ N l AGGREGATE FINISH TYPICAL WALLS �- 10 ou 14 - •-- - - - N 1� SCH 40 PVC 4 • e CAST ® 45' e 1 f ; s" 4 10 h�l ".v'10" 8 "6%" EQUIPMENT SHELTER ELEVATION - "B" SCALE: N T.S V KEY NOTE• GROUND BAR AND CANOPY ARE SHIPPED LOOSE VNTH THE SHELTER (INSTALLED BY GC) 11'-11' C143'7•-- — 3^ 11'-5' C137'1 3 HVAC #2 HVAC #1 CKTS 6,8 CKTS 2.4 A L, 60"— SEE SHEET 6-1 EQUIPMENT SHELTER ELEVATION SCALE: N.TS. ^ w ^¢J�'yp Loll �n"6 z ^vicm •�o� NV v_ z QLL FF_E:J 0 0 0 m N rn TY 1 W N� �. <C� Lu 0 Q 0 L I„ I""I = Y U L11 m w ZOO ~LU z Lu J c LLI V) o fly} womN,n v�Qc xLu U — No 0 n oz LLJ -- w °- U 0$or +�F AR �AS ++' REGISTE* D ` t PRO I i .ENE++ 1 • 11833 f� IF R /C E x�,�' _�.. G 11 10 FF F7-CECKED BY: RSA SHEET NUMBER s-2 G SI 4 3 6/II/10 RFOSED C0110UNU Z 6/10/10 ADDEDIANDSCAPE PLAN 512.10 11iAi1Y CDS N Q^4qn 07 LA U ? o zQ Z_ V ur �Qep n �+ ��C Q .gyp iy r;=" J Lu 15R- E Z5b 73 1L/ :,Airy+ .�i. ❑' i G M �u►S i 1r'E�s:s UMTS8--&1900 csM ri�o w T �� AnLPcs.4 + •Zp-s� h.E� v PnL Pos.1 rSM 850l1900 .1 Y MATS 95W19Da _1 `� ^ j View Is from back of '� k ns , I ew bumt*A- 'R x j � 11 Antennas { .k View Is from back of x5s'rl� �. } Antennas ~ °" 00 m rn N r'�1 '•r't"' ` t'T0619p' ill. TTDb1iC911 t• N jTpgl9Dgi11• Ti0&70D�117" W <1=Z oot � OQO � w V W tnUv m J w z0� I � Hatchplate n Diplexer: w W w�yyyls^1'�67rY5.Y)R"� +� �� J Z UNITS Dlplaawr. A11 ungill II& 110 ' Hatchplate rra=' Diplexer. vats will ioquha • v I UNITS DiplexeWC All un-lorminatatllow ice'*-1 Q `I will ro9uk^ a DC 6iaCk and 50 W 1900 terminators ports wife squire a u .. .. block ohm load will roquim a DC QC block and 50 h. WOO � bock ohm load • ._: { air s 0 -�; �.c� ICA 'Z3- crar " ci izm rer+ O O W M N Lr1 U X c J N { LU ` W 00 O i 00 W 8— U J n� is i 'r �, h +F 3 C " s2 n L. Y!R-ii-. .� 1 C N F r _# _�¢.' 1 ¢ a�` ^ `1I`II y A 0 L /irtf 1-T ~S�AT F .- A e �c i esMlsso nY av t"i S 5%' at pu"wy +1 ARx�sAS '-7 WTSK"1900 Y 1l -_-_— .; Ca64wi E... - ► REGISTE D ti Gm..s i R PRO I i ti EN NE 11833 t' riff G 1 1/ 10 START DATE: 5110 10 DRAWN BY: LMR SECTOR "C' 3 CHECKED BY. RSA SECTOR "B" SCALE: N.TS. Z SHEET NUMBER RF-1 SECTOR "A" SCALE: N T.S. SCALE: N.TS. GENERAL NOTES: 1. SECTOR ORIENTATION/AZfMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC REFER TO RF REPORT FOR EACH SITE 70 DETERMINE THE ANTENNA LOCATION AND FUNCTION OF EACH TONER SECTION FACE 2 THE STANDARD 15 RASED ON EIGHT COLORED TAPES -RED- BLUE SHOULD MIOW, ORANGE MWN, WHITE AND SLATE(GREY). BE READfLY AVARABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE. 3 USE COLORED BANDS ON THE CABLES, MARK ALL RF CABLES BY SECTORS AND CABLE NUMBER AS SHOWN ON "CABLE" MARKING COLOR CONVENTION TABLE 4. ALL COLOR CODE TAPE SMALL BE 3M-35 AND INSTALLED USING A MINIMUM OF (3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO AS TO AVOID VNRAVFL ING. 5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF 3" WIDE AND SHALL HAW A MNIMUM OF 314" OF SPACING BETWEEN EACH COLOR. 6. ALL COLORED BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM OF 3/4" WIDE 7. ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE ANOTHER FROM SIDE -TO -SIDE. GAMMA, C, OR Z RF CABLES Cl THRU CIO AS REQ'D \ALPHAS, A, OR X RF BLEAl THRU 0 AS REQ'O BETA, B, OR Y RF CABLES 131 THRU 810 AS REQ'D ANTENNA SECTOR AND CABLE DEFINITION ALL RF CABLES SHALL BE MARKED AS PER CABLE MARKING LOCATION TABLE BELOW' (* - DENOTES TAG OR TAPE.) GSM LINE TAG TO PRONDE ADDITIONAL IDENT1FICA'DON RF CABLES SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED WITH THE SECTOR, ANTENNA POSIRON, AND CABLE NUMBER. THE 10 MARKING LOCATIONS SHOULD BE AS PER 'CABLE MARKING LOCATION TABLE". THE TAB SHOULD E AROUND THE CABLE THEM ETTAG SHOULMTH D BELALABELED APROOF S SHOWN ON THE "GSM LINE TAG" DETAIL CABLE MARKING TAGS CABLE MARKING COLOR CONVENTION TABLE 7) CAU77ON: HARMFUL RF ENERGY EXISTS ON THESE LINES SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT RX TX Ix TX TX Tx SECTOR CABLE CABLE HEIGHT RX Tx SECTOR CABLE CABLE HEIGHT RX Tx SECTOR CABLE CABLE HEIGHT RX Tx CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE A4 CABLE A5 CABLE AS Al Al A2 A2 A3 A3 A4 RED SECTOR ALPHA, A. X RED RED BLUE ORANGE RAN RED GREEN RED GN7Ri� RED ORANGE ORANGE WIiIIE RED SLATE SLATE WHITE WHITE ORANGE A3-1 A3-2 A4-1 A4-2 A5-T A5-2 AT-1 Al-2 R2-1 A2-2 CABLE CA81� CABLE CABLE CABLE CABLE GABLE CABLE CABLE CABLE B2 62 63 B3 64 BS SECTOR B1 81 BLUE BLUE BLUE BLUE BLUE GREEN BLUE BLUE ORANGE BLUE BLUE SLATE BETA, B, Y BLUE BLUE BLUE ORANGE ORANGE WHITE GREEN WHITE ORANGE MITE SLATE SLATE WHITE 51-1 WHITE 61-2 B2-1 82-2 83-1 83-2 64-1 84-2 85-r B5-z CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE C5 SECTOR C1 Cl GREEN C2 GREEN C2 GREEN C3 GREEN C3 GREEN C4 GREEN GREEN ORANGE GREEN GREEN S�� GAMMA, C. Z GREEN BLUE BLUE ORANGE M111E GREEN GREEN WHITE ORANGE WHITE SLA S WHITE WHITE _ _ ... . r1 rs r;;-f CS-7 SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT RX RX RX Tx Tx TX SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT RX RX RX TX TX SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT RX RX RX TX Tx T% INSIDE VIEW ALPHA A, X 1 TOWER PLAN VIEW NOTES A. CONACIOR SHALL Fla OUT IpE CARE PORT 0jAVjAAj LFM COAX CABLE P� DIAGRAM WILL Of AFFIXED TO THE INTERIOR SHELTER WALLNEARTHE USED To RECCE TIHTEOLINE LAND CORORRIESSPPONDING ANTENNA POSIn0NIONrE'HEE0 To BE TOWER AT THE TIME OF INSTALLATION. B. ONE COMPLETED COPY PLUS TWO BLANK COPIES OF THE CHART SHOULD BE POSTED IN THE SHELTER IN A PROTECTIVE PLASTIC SLEEVE. SHEET NUMBER RF-� RF INFORMATION SHOWN IS PER THE RFDS APPROVED 5/11/10. GSM ANTENNA CONFIGURATION ANTENNA MECH- ELEC. CENTERLINE ANTENNA I ANTENNA ANTENNA VENDOR AZIMUTH DOWNTILT DOWNTILT FROM GROUN[ NUMBER MODEL 850 TBD 135' GSM 800-10764 KATHREIN 0' 0' 1900 TBD Al 850 TBD 135' GSM A2 800-10764 KATHREIN 120' 0' 1900 TBD 850 TBD 135' GSM 800-10764 KATHREIN 240 0 1900 TBD A3 UMTS ANTENNA CONFIGURATION ANTENNA ANTENNA ANTENNA ANTENNA MECH- AZIMUTH DOWNTILT ELEC. CENTERLINE DOWNTILT FROM GROUND NUMBER MODEL VENDOR 850 TBD 145' UMTS 800-10764 KATHREIN 0' 0' 1900 TBD Al 850 TBD 145' UMTS A2 800-10764 KATHREIN 120' 0 1900 TBD MHA'S COAXIAL FEEDER MFG. OTY. SIZE LENGTH TTO8-19DB111-001 2 1-5/8" 2 @ 155' TT08-19DB111-001 1 2 TT08-19DB111-001 y 2 1-5/8" l 2 ® 155' I-5/8" 1 2 ® 155' MHA'S COAXIAL FEEDER MFG. OTY. SIZE LENGTH TTO8-190B111-001 2 1-5/8" 2 ® 165' TT08-19DB111-001 ` 2 850 TBD 145 TTOS-19D8111-001 2 UMTS 800-10764 KATHREIN 240' p 1900 TBD ANTENNA INFORMATION CHART } SCALE: N.T.S. 1-5/8" 12 ® 165' 1-5/8" 12 ® 165' l 5-E7•I:l I'.cl IAllnnl(r �. �.� CVAP N Q M. o' 0- Nu ary 4 y;� '^ Wow Z <} -r =�C W -' c. E Z3 ZnC 0 la w � - u r^ rn N M fh W N� cc, uj W ° oYo 0 Lu --J w z p ul ~ :D LI_I ✓ LLI un rl CL uW �c A pF ARC ti EN( 1 �R ' 11833 f+ �f G it 10 START DATE: 5 10 10 DRAWN BY: LMR CHECKED BY: RSA SHEET NUMBER RF-3 VICINITY MAP At yr.- •-- 1 � � 1 ,$ � �H .•� J'sner crop—•_—' '�',� _ , `�. *c.�C•1,� y'1 ^"'�� ��' . v` T. � t. _ �•. -:-:•�_'..;C,'�"y�—ram w ■, 7�: .j; i 3 usk ( - R Ll LOCAL MAP a _ SITE - - � °R"• _ �Sit a • neevwp Fu Imp e� r r . � $:nip ❑ � r 'SC- I•' i. —} 4 '47 '• DRIVE TO DIRECTIONS FROM THE INTERSECTION OF INTERSTATE 630 AND INTERSTATE 430 IN LITTLE ROCK, ARKANSAS, TAKE CHENAL PARKWAY WEST FOR 3.7 MILES TO KANIS ROAD. TURN LEFT ONTO KANIS ROAD AND HEAD WEST FOR 2.5 MILES TO SITE ACCESS ON THE LEFT. z-7-s7a rQ on p liiflt. 1v Fn.. .AS PERMIT. p � Lw SITE NAME: SELLETTE SITE NUMBER: AR 1338 KANIS ROAD LITTLE ROCK, ARKANSAS 72223 SHEET INDEX SP-1 SPECIFICATIONS E-2 ELECTRICAL DETAILS SP-2 SPECIFICATIONS GR-1 GROUNDING PLAN C-1 SITE SURVEY GR-2 GROUNDING DETAILS C-2 OVERALL SITE PLAN GR-3 GROUNDING DETAILS C-3 ENLARGED SITE PLAN GR-4 GROUNDING DETAILS C-4 ELEVATION & AZIMUTH PLAN S-1 COMPUND DETAILS C-5 EQUIPMENT DETAILS S-2 SHELTER ELEVATIONS C-6 ICE BRIDGE DETAILS RF-1 SECTORS A & B & C C-7 SIG GE DETAILS RF-2 COAX SCHEDULE & MARKINGS POWER & TELCO SITE PLAN RF-3 ANTENNA INFORMATION & JUMPER DETAILS H GEOGRAPHIC COORDINATES LATITUDE34.762597 LONGITUDE.-92.495181 ELEVATION: 639.15' AMSL APPLICANT INFO: CENTRAL ARKANSAS LAND DEVELOPMENT CONTACT. RANDY ALBERIUS (501) 223-0496 DESIGN FIRM CENTRAL ARKANSAS SURVEYING, INC 11708 KANIS ROAD LITTLE ROCK, ARKANSAS 72211 CONTACT: RANDY ALBERIUS PH: (501) 223-0497 FAX (501) 223-0496 GENERAL CONTRACTOR: GOODMAN NETWORKS 1100 N UNIVERSITY, SUITE 200 LITTLE ROCK, AR 72207 CONTACT.- BYRON FIGUEROG (214) 355-7827 PROPERTY OWNER: JOHNNY & SHARON BALE POWER COMPANY: ENTERGY (800) ENTERGY TELEPHONE COMPANY: AT&T (800) 499-7928