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15RACKLEFORD DRIVE
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ITY MAP
VICINVICINITY
15RACKLEFORD DRIVE
LITTLE ROCK, AR 12002
LATITUDE,
34.-1556°
LON6I=5
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CITY OF LITTLE ROCK
Toem CH" t,
AT4T TOWERS
5405 WINDWARD PARKWAY, #12QIA
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ALPHARETTA, GA 30004
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1.11119 Rack
(110) 708-6863
APPLICANT,
AT4T MOBILITY
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TAKE 1-430 NORTH TO EXIT 5. TURN LEFT ONTO SFIAGrJ-EfORD
ROAD AND PROCEED FOR 1.4 MILES. TURN LEFT ONTO
51{gKLEF:0R0 DRIVE AND pRDCEEO FOR 0.1 MILES. THE SITE 15
ON THE RIGHT.
DEPARTMENT NAME / 516NATURE DATE
LAND OIMSt / TOY'E-R OI"1+�
SITE ACanSITION A6EW
TONINS / Ps"TTIN5 A m
A$E MANA60t
C4"TIWTION M1ANA6M
RP BI61N�
SITE NUMBER:
AR1 133
SITE NAME:
KKYK
PROJECT:
LTE
PREPARED FOR:
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PROJECT MANAGER:
wkSrbWER
COMMON/CATIONS INC
PREPARED BY:
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PROJECT INFORMATION
517E ADDRE55,
15RACKLEFORD DRIVE
LITTLE ROCK, AR 12002
LATITUDE,
34.-1556°
LON6I=5
-g23�i526°
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CITY OF LITTLE ROCK
Toem CH" t,
AT4T TOWERS
5405 WINDWARD PARKWAY, #12QIA
ALPHARETTA, GA 30004
(110) 708-6863
APPLICANT,
AT4T MOBILITY
LITTLE ROCK, AR 122STREET11
PR4 6,T MANA6m
WESTOWER COM14MICATIONS INC
4100 SOUTH BOKW ROAD
SUITE '100
LITTLE ROCK, AR 12210
ENSINm2,
PM$A
30 MAN�.AELL COURT, 51JITE 103
R105MLL, GA 30016
PATRICK W MARSRAl1, P.E.
6'i8-250-2325
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No. 14904
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I. THE GENERAL CONTRACTOR MIJ5T VERIFY ALL D1MEN510 6, CONDITIONS AND ELEVATIONS BEFORE 5TARTINS NORK. ALL
NTH T E WORK. ALL. AWGIFS YORK SHALL BE PERFOF.rSED IN BE CALLED TO TI -EF AFY� h�SMER A10 RWERINAG6MDAW-E NIBE RESOLVED �AA4LEF E"D ORE IHC
CONSTRUCTION PRACTICES.
2. IT 15 TIE INTENTION OF THESE DRAKW--'$ TO 5HON! TIE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE
RE5FoN51BLE FOR ALL TEWORARy, BRAGIN5, SHORINS, TIES, FORM NORK, ETC, IN A.CCoRDANGE WITH ALL NATIONAL,
STATE, AND [(GAL ORDINANCES, TO SAFELY EXECUTE ALL NOK AND SHALL BE RE5PO�61BL.E FOR SAME, ALL WORK
5i4ALL, BE IN ACCORDANCE KITH{ LOCA! CODE5.
3. THE GONTRALTOR SHALL LYSE APEGUATE WIDER OF SKILLED KORKf-EH W ARE THORO(WLY TRAINED AND
E,q1 R!PCED IN THE WCE95ARY GRAFT5 AND"ARE CO-iR-MY FAMILIAR WITH THE 5PECIFIED REQUIREMENTS AND
METHOD NEEDED FOR PROPER PERFORMANCE OF THE NOW.
4. CON57RIZ11ON WNTRAGTOR AGREES THAT IN ACCORDANCE KITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
CO 5TRUGTION CONTRACTOR WILL BE REQUIRED To A&W -e SOLE AND COMPLETE RE5Po.�k5EBILETY FOR JOB SITE
CONDITIONS 171RING TIE COiR5E of GON57Rl nOH OF THE I'RGx-r, INCLUDING THE SAFETY OF ALL PER50k5 AID
PROPERTY. THIS REWREMEW SHALL. BE MADE To APPLY CONTINJOL5LY AND NOT BE LiMiTED TO NORMAL ViORKIHG
HOURS. CON5TRUCTIOA ANYANY AND ALL LIABILITY, REAL OR IJP INWR �TIONTo ��i�FORRMAW-E OF IFY AND HOLD li'ORK ONT1115 � �{
-. SITE GROLAd]LHLG 5iIA l COMPLY MITA ATlT MOBILITY C,RGMIN6 STAFDARD5, LATEST EDITION, AND GOMIPLY KITH
ATlT MOBILITY GROUNDING C+EcKLI5T, LATF6T VEP5ION. NftN NATIOWL AMD LOCAL GRQIMING CODES ARE MORE
STRINGENT THEY: SHRILL 60YE RN.
6. ALD. PORK 5HALL COMPLY N 114 05M AND STATE SAFETY REGUIRI=MENT5. PROGEDS]H�i FOR THE PRGTECTLON OF
EXCAVATIONS, EXI51 iNG Ca6TRLCTION AHD JT1LITIES SHaL BE E 5TABL151-ED PRIOR TO FOUNDATION INSTALLATION. IF
TEMPORARY LIGHfT1N6 AND h7ARKl{Ari 35 R1 QUIRID BY THE FEDERAL- AmATIoN ADMINI5TRATION ow), IT lea TIE
CONTRACTORS R�Oi45151LITY To MAINTAIN THE NECEf ARY LIGHTS AND NOTIFY THE PROPER AlFTILORITIES IN THE
EVENT OF A PROBLEM. AND
D. ALL KoRK SHALL 13E COD
THE MOST STRINGENT CO L APPLY I9RED IN N TIrf CASE OFD 5C.REPAW"ESAWp- NTH ALL LOiIAL,STATEOR DIFFEP�, AID� ES�IN-THIE CODE ORDINANCES.
REGUIREM ENT5.
8. ANY DAMA6E TO ADJACENT PROPERTIES SHALL BE Com -mm AT THE CONTRACTORS EXPENSE.
4. THE CONTRACTOR 15 RE5PONISIBLs FOR PROVDING AMPLE NOTICE TO THE MILD1N6 145PEGTION DEPARTMENT 70
SCHe"DULE THE REGUIRED IN5PEGTION6. A MINIMUM OF 24 FLOURS OF NOTICE SHALL BE GNEN AND THE HERDING
IN-PEGTION DWARTMEWS HAVE REGLIESTEA 714AT GROUPS OF Tyo OR Tf f 51TE5 BE raGHEmED AT ONE TIME IF
POSSIBLE.
BY
10. TONER SHALL C06TRUCTED UNTIL THE T RELEASE FORM TONER5 ISSUED LOCATION O THE IFORM. NO
Ca6TRUGTION K&W-IFR KILL CONFIRM FAA APPROVAL OF GONTRAGTOR-
II. THE COMPLETE BID PAGKACE I1,16,LUDE5 CONSTWTLON DRA3^i W6 ALONG "TH TTE FINAL RF DE516N AND TONER
STRUCTURAL ANALYSIS. CONTRACTOR 15 RESPONSIBLE FOR REVIEK OF TOTAL BID PAGKAGE PRIOR TO SID SUBMITTAL.
12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTWSCTION LIMITS PRIOR TO CONSTRUCTION.
13. THECONTROL BE MAINTAINEDlN TI MA TREAm 5pF OF THE 11TTE AT ALL TIMES, ANY PAMAGE TO Ar)JkGENT ON 71-E� 51TE AT ALL ION
PROPERTJE5 SHALL BE CORRECTED AT TIE COHTVA(,ToRS E)WENSE.
14. CO 6TTTVCT ON A1F7 �} E5 SHALL BE 5��®51 . DY HELD TO A DAMA61E TO MINIMUM. ON�y THE TREES NE<�SSARY PRO>'ERTY OUTSIDE TIE PROPERTY
SH oU EE REPAIRED BY THE CONTRACTOR-
ALL
ONTRACTORAXW THE AND15. 15UI ETAI3LJ= Yi KATFRIAIDISP SED OF FILL OF THE SITE SHALL 13E
SITE AT LOCA N5 APPROVED BY 6 11I6 A&ENGIN BID. EYC� T IES PRIOR TO
DISPOSAL.,
16.5SITE IW EWTA15 LREESPO 1N5 FOR. PROVID ON AND MAINfAIHIWFTER COMPI-ETION OF THE
AN AMWATE COVER OF
VV-�c7ATION OJEiz THE 517E FOR A ONE YFhR PERfOD,
11. PERMITSi OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSE`, FEES, I145PI5010N5, ETC.
FIED AND
IB. IN57AILED.R CORD MAINTAIN
ON A CLEAN SET A RECORD OF ALL �iTRAOT DDRAKIN65 H'&IIGH SHALL BE TURNED 5TWIC�6 BETNEEN YORK A5 LOVER TO THE
CO151RUGTION MANA6ER LOON COMPLETION OF THE PRO -CT.
19, THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN THIS DE516N PAGKA6E.
X ftION 4 G
1, ALL CUT AID FILL 51-OPE5 51 -IA' EF 3 t i MAXIMUM.
2, ALL EXGAVATIONS ON N411GH GONCRFTE 15 TO M PLA.: ED 5f1ALL BE 5UB5TAHTIASLY HORIZONTAL. ON
U�vjyv:zBW AND %IFROZEN SOIL AID BE MEE MOM LOOSE MATERIAL AND Ex6E55 GROUND NEATER
DEVIA xFOR EGE55 &ROIM WATER SHALL BE PROVIDED IF RREGUIRED
3.GOi ETE FC(;NDATIoNS SHALL NOT ISE PLACI=D ON ORGANIC MATERIAL. IF SO(W SOIL 15 NOT REACHED
AT THE DIE5I&NATED EXCAVATION DEPTH, THE IlNSATISPAGTORY SOIL SHALL BE EKGAVATEV TO 175 TALL
uez AND EITHER BE' REPLAGEo KITH VEa"IGALLY COMPACTED GRAMLAR MATTERIAL DR THE EXCAVATION
N
BE FILLED Ni1TH CONCRETE OF TI -E SAME QUALITY 5PECINED FOR THE FCUNDAT1OK
4. ANY EXCAVATION OVER THE REWIRED DEPTH 51i BE FILLED NTH HTHuR NEGRMIGALLY C.OWAG7i"D
STO+E MAY i151IAL TQ 57ASiL1ZE 7fE OMI OP E QUALITY
EXG TION y p IF ATI�L NNR> D
USED AS GOWILINS COWRE1E THICY.W�S5.
5, FIAFTER G� EXCAV �� SHALL BE GLEAN OF LWIAGK
IAHLE MATERIAL VY -H AS vEOETATION, TRASHg , DEBR15,
AND 5o FORTH.
6. BACK FILL SHALL EE-
- APPROVED MATERIALS C0N515TING OF EARTH, LOAM, SANDY CLAY, 5AND, GRAVEIL, OR SOFT SHALE;
- FREE FROM GLol75 OR STONES OYER 2-1/2' MAXIMUM DIMEN510H152
- IN LAYERS AND WWAGTIED.
1. 517E FILL MATERIAL AND FOVOATION BACK FILL 51141.L BE PLAGE ' IN LAYERS, MAXiMW 6' Dom' BEFORE
COMPACTION. EACH LAYER SHALL M SPRINKLED IF REGJIRED AND WWACTED BY U40 OPERATED OR
MAJ�AIJNE TA"M:Z5 To q5% OF MAxIKH DENSITY, BY AASTM DE516NATION D-696, Uftj- OTH Rka5EAT-RE OPTIMUM NK F}LNEU
API>SROVrD. aY-H B U SHALL NOT BE PLACED
BEFORE 3 DAYS AFTER PLACEMENT OF LOHIGRE3E•
B. THE FOUNDATION AREA 5HWLL BE C-RA>7ED TO PROVIDE KATER RUNOFF AND' to NIATr:p' FROM
5
TA`,L GRADE 4' pE%I L ACT AK ONi; OR 6 IRE -OT N5 FROM THE FOUNDATION AND SHALL
THEN Be coVERM
4. CONTTRACTOR SNAIL VID
PROE ALL EROSION AND SEDIMENTATION CONTRLJL AS REQUIRt73 BY LOCAL
GLTY, TNiY AND STATE CODES AND ORDINANGCa TO PROTECT F�'BANYMENTS FT�GM 50LL L055 AND TO
PREVENT ACCUHJLATION{ OF 501L AND SILT IN 57RFJ+MS AND DRAlItAlSE PA71fa l FJ+VHG THECONSTRLfGTLON
AREA. THIS MAY IHGLLUE SUCH i�A . AS SILT iENGE5, STAHi RALE 5FSNI�ENT BA4R1B�5 AMP CHECK DA45.
10. FILL PREPARATION,
REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, NET AND UNSAT15FACTORY SOIL MATERIALS, 0B5TRUGTIOI`6, AND
DELETMOUS MATMALS FROM GRCIRD SURFACE PRIOR TO PL.A61% FILLS, PLONt STRIP OR BREAK UP
SLOPED SURFACES 5T�cR THAT I VERTICAL TO 4 HMIL
OWZORTAL 50 FILL MATERIAL L BOND NTH EXISTING
RWACE. A-ElI S]BGRADE OR EX15TIR/I GROUND SURFACE= To RIVE FILL HA5 A DENSITY LE55 THMi THAT
RDWRED FOR FILL, BREAK UP GROUND SURFACE 70 DEPTH REQUIRED, PULVERIZE, MOISTURE-00NDITION OR
AERATE SOIL AND RE60M4'A6T TO REQUIRED VfW71TY.
It. REPLACE THE EXIS11NG Y'1EARING SURFACE ON AREAS N HICH NAVE BEEN DAMAGED OR MMOVED DURIW7
CONSTRUCTION OPERATIONS. SURFACE STALL 6E RB3I-ACE TO MATCH E45TI16 AD.Y+GENT SURFAGINS AND
%IALL BE OF THE SAME THICKNE5 , NEA SIIRFA E SHALL- BE FREE FROM CORRWATIOR5 ANO KAVGE5.
F-XSTIN6 5i1P.FACING MAYBE EXCAVATED SEPARATELY MID REUSED, IF INJJMGU5 AMOUHTT5 OF EARTH,
ORGANIC MATE IAL, OF OTHER DELETEPJO()5 MATERIALS ARE REMOVED PRIOR TO REUSE. FURHI5H ALL
ADDITIONAL RESURFACING MATERIAL A5 REQUIRED. BEFORE SURFACING 15 REPLACED, SU155RADE %WJ-13E
GRADED TO CONFORM TO R�IRED LOU6 IN TW -HALL BE SE OR D151 �� COMATMRIALS SHA`LPACTED H�iiTH - Br
THoROX-M-Y COMPACTED,
APPROVED SnECTED MATERIAL. W:ZFAGENG SHAT -L NOT BE USED FOR F1L.LI1`0 PEPRE-5ION5 IN
THE 5U56RADE.
12. PROTECT EXf5TING 5UF'.FACM AND �J.>B6RADE IN AREAS Yi-ERE E(�IIIPMENT LOADS NEIL OPERATE. USE
PLAWINS OR OTHER SUITABLE MATERIALS AF5IGEED TO SPREAD ECIUIpWNT LOADS. RE -PAIR DAMAC7E TO
EXISTING GRAVEL SURFACING OR 5UI3GRADE pi -ERE SUCH PAMA6E 35 DLE TO TIE CONTRACTOR'S OPERATIONS.
DAMAGE], GRAVEL 6URFACK5 SHALL BE RESTORED TO MATCH THE AD.JAGENT UNAAMA6ED GRAVEL SUR.FACINS
AND SHALL BE OF THE SANE THIGKL -55-
13. RDL'A RTO EXI5 �D5 T OR -ER 5 5A7 5FAGTION OWRACTORROM �TOR`5 NC L IGET�E SHALL BE
14. COTTR}+GTOR SHALL COORDINATE THE CON57WTION 5CFEDULE NIT PROPERTY O"'ER 50 A5 TO AVOID
INTERRUPTIONS TO PROPERTY ONE" Of5ZAT1QNS-
15. EWA)RE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF C0N5TRUGTION,
16. RIPRAP SHALL ETF CLEAN, HARD, 5OR0, DURAE k -E, UNIFORM IN QUALITY, AND FREE OF ANY pETR0,UWAL
GUANTITY OF SOFT, FWA5L E, THIN, ELONGATED OR LAMINATED PIE=CES, DISIN TE6RATED MATEFbAL, OR6AHIC
MATTK OIL, ALKALI, OR OTHER DIE OUS S1B5TANG1=.
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HANGER ADAPTER GROMMET DETAILS
NOT TO SCALE
pR.opo5W RAW --ER
BRACKETS FOR CABLE
1' b' ROUTING (MOW ON 51DE
CBCT PJ ! I OF H -FIRM CLOSEST TO
MXAP I ICE mocpr-)
4' DI& x l' LONG, SCH. 40,
GALVANIZED 51UPPORT PIPE WPJ �1
PIO00 m5Tw ATTAaW TO-
SUPPORT PIPE5 WITH STNOAR7 - -
PfPE CLAM -5 OR Ii$LTS (TO )
LTE
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PROVIDE STANDARD
UNISTRIN GAPS FOR ALL
EXF05ED ENDS (TYPJ
P,
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4' DIA. WH. 40
SUPPORT PIPE
12'x12511/2' PLATE
WITH (4) 4/16' HOLES
13A5E PLATE DETAIL
NOT TO SCALE
i�
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LTE
CABINET
51DE VIEW
0'x10'
JAZT10N Dox
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30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-280.2325
10' x 10'
N
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PROPO. W 12'xl2'xl/2'
PLATE ATTACH® WITH
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c
(4) V2' HILTI KWIK BOLT II,
4' MIN. 81200. (TT'PJ
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EXISTING
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FRONT VIEW
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NOT TO SCALE
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SUITE 103
ROSWELL, GA 30076
678-280.2325
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(IN76 I" TIE EASTIN6 AG PANEL TO
THE NEW SLePANEL
OMCF05M 412 AN5 Ck-- C 0-rT0-5
FRZH M PRO.005W -48V PLAW TO
THE RAYCAP DC6-4&40-RM,
OTHE
ANS IX C40N=TORS FROM
PROPOSED
12DC6-4&W-RM TO THE R135
6601 MAIN UNIT.
v PROPOHD 2PRTFOR TELCO CABLES
FROM THE OP05EDOPT-E-MAN TOTHE
RBS 6601 MATH UNIT. ROUTE GABLES
JHR USH THE 12' X 12' .UNCTION BOX.
OPROPOSED R05EN5MM (2) TRW DO POOER
CAELE6 8 AYi5, CEA% 81 STRANDS AND 0)
TF= F -19M CABLE WD!O((Z02Y2500N'
ROUTED ALAN6 ICE BRIDGE.
® PROPOSED (2) I' CONDUITS WITH (6)08 AM,
1#)086 EACH iwovI THE NEN SUISPANE L TO
THE -48V POI/M K-AXT
INSTALL R05DEOZOM 4' CARL
ENTRY BOOT IN PROPOSE
CABINET PART* CX401-1551101
FpOpoSED R155 6601 MAIN LHT INSIDE
ND^I ATlT LTE CABINET MO"W ON
H-FRMTE. INSTALL A I8' X IB'
jMTIOH 5oX UZW THE LTE CABINET,
&F,A H A E5
3 O 3
50ALE: 1" = 3'
ALL �PROP05M COHC7S M AND CABLE TO
BE LABRID Fm ATRT 5PECIFICATION5.
ELECTRICAL 51TE PLAN
SCALEI V.S.
NOTES. 1 LE/µ COWRST-, RED-COLORW TOP, riAY BE
30 MANSELL CT
05ED IN PLACE OF CCWPAOTED SAND.
SUITE 103
ROSWELL. GA 30076
FINISHED 6RADE OR
678-280.2325
6ROW COVE{ MATCH
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TRENCH
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FOR SPARE81610 STEEL a
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CONWT
COMPACTED BACKFILL
PV SATISFACTORY
RIGID 5Tffi GOUpLINb
NATIVE OR IMPORTED
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CONDUIT ABOYE
SOIL
6RADE (TYPJ GRADE s
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TRIC
APPLICABLE •
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1R camiT SIZP, TZ Pe, GuANnTY AND SWARATION
DtMENvOH To BE VMFIED NTH LOCAL. UTILITY
COMPANY RMUREhBNTS
DIRECT BURIED CONDUIT
NTS
(HZ161D STEEL CON WT
FOR SPARE81610 STEEL a
CONDUIT)
CONWT
RIGID 5Tffi GOUpLINb
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CONDUIT ABOYE
6RADE (TYPJ GRADE s
_
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81610 STS
CONDUIT AT
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6fRCx,Sd7 BAR. 6ROLVD PER MANi1FALTURE R'S
SPECIFICATIONS.
O PROP05M +2 Ay, 5TRANVW 6R.EEN
IWA"TED COPPED WERE FROM TIE PPOPOSFD
RAYCAP DC64D-60-9M TO ITE P01E R
CABINET 6P4SAO BAR FlRCUfm PER
MAjWA6TURER5 SPECIFICAT1ON5.
PROPOHH D 02 A4'15 STRANDED CREEL
IW9,LA7ED COPPER WIRE FERO1 I THE PROP05ED
POH'NER CAWET TO TIE EXISTING 6Ram RENTS
6ROUtO PER MN WA6TURfR 5 SFECIRCATIO05
FROP05E=D PB5 6601 MAN UNIT IN51DE
W51 AT4T LTE CABItIET MaWED ON
H -FRANC. IHSTAII. A IS' X 18`
..MnoN BOX LRDER THE LTE GABUET.
SUBPANl3.
EXISTING TORR
FOUNDATION
BOND ALL STEEL PONS FOR ICE MD6E 4
H1 iRNZ WITH 02 AN5 SOLID BARE TlW?
C.OPPE2 WHRE EK51NG EXOT14ERMIG PIE DS AT 6'
ABOVE 6TRADE OR FaAWAT1ONU YHIC EVER 15
HI6HI3:L APPLY GOLD-GALV AFTERKARD-
EwTF mmr,ALLY mm oTHm uw of LEAD
To E45T]NG 5MIR Uff GROUND REHG.
PROP05ED 02 AA5 5TP.ANIXD GREEN
IW:L ATEP COPPER WIRE FROM THE PROP05EV
PLW,ELL CABINET TO TRE MTTNS MAIN
G4?CUND RING. 6RO(W PER MARFACTURER5
SPECIFICATIONS.
EXISTING AT4T
POWER METER
EXISTING AT4T
TELCO CABINET
EASTING ATIT
AG PANEL
i; m reAre. govivF2 1 m _
a4
I. PROP05EV 06 " STRANDED 6REEN
INSQ-ATE D COPPER WIRE FROM THE
PROP05ED RAYGAP DC6-46-60-18-8F
TO THE SECTOR 6ROUND BAR GROUND PER
MANUFACTURERS SPECIFICATIONS.
2. PROPOSED 96 AV45 5TRA-10ED 6REEN
INSULATED COPPER WIRE PROM EACH RRJ TO
DE SE<,TOR 6RWD BAIR. C4ZWD FER
MANUFACTURERS SPECIFICATIONS.
3, PROP05ED sb AYit3 STRAMXD C-RFEN
16LATTD COPPER KRE FROM THE TMA'S
TO THE SECTOR 6ROUND BAR
PROPOFW RAYGAP
DG6-48-60-11M INSIDE
NEN -48V POVE R CABINET
PROPo5ET) -48V
DC Pk7fl6R 4
BATTER CABINET
AT4T ICE
BRIDGE
EXISTING ATIT
TELCO CABINET
EX15TING ATIT
TECO CABINET
EXISTINI6
5E3F-SUPPORT
TOK R
GROUNDING 51TE PLAN
5GALE, 1' = 3'
DIPLF.XER
FRAME (6)
I. ALL 6RGLNO ELECTRODE 5Y5Ter 5 { I4UV ,% TFLEC�tKNICATtON, RADIO, L16NKTNIH' PROTcCTEott hD AG POY;BR GE5'5) WLL
BE BONDED TOGEMER, AT OR DazON &RADE, DY TYEO OR MORE COPPER BOto W, CONpZTOR_j IN AC.CoRDAWX: YaTII TIE NEG AkO
AW NO -00011.
2. THE gX<xmTRAGTORR SNALL PERFOR)4 IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING O'ER I($ 1100 AND 80 FOR
HRD1V R 10TRODE SY5TE3 5. TF5TING SMALL BE IN ACCORDANCE WITH 5'ECIFICAnON 24762-000 3P5-F�OH• USE OF
OTTER NETWOS M15T BE PRL--AFPR VFP 13r CONTRACTOR IN YERLTINs,
ST
3. THE ReCONTT N�OEAD5I�DTomI
OF OsWE] GSEGTRJDE{CONTRACTOR 5EALL hA1PTAEH tiN T { THE ADPW
ELECTRODE AND ANY OTHER EA5TINS R FGTR�ODE E6VAL To HE OME77 L. N&TII OF THE ROD. IDEALLY, CONTRACTOR 94AU 5MVE
To KFS THE 5E3'A RAr..ON DI5TAW E EGUAL TO TV(tGE THE R11D LENSTH OF THE RODS,
4P, THE pl TR 115 R E90tMIIUITy I LEF FOR PPDPERLy 6FfaIllEp Y5� 17At� �I CNS ONDUIT.
� CONDUIT INSTALLATION A5 TO
5. DEAL CONDUIT AND TRAY F BE 6RMVW AND 144DE EI.-EGTT2IGALLY GOHTIRKX v "IRI L15T D t30NU71N5 FITTEHC�5 OR BY
BONDING ACROSS THE D15CONTINIITY WITH r6 AYiG COPPER WIRE AND UL APFFOvM C+:FWvIN5 TYPE CONDUIT aLA PER NEG
AND AT4T N7-00011,
6. OW
NTH &it EN 1N5LE.ATEONL 51ZFD IN AC<,DRDANCE "THETAL RACENAY 9V�LL NOT BE USED AS THE NEC THE t�G 5HIA1L 6E f;�2NE5HED AND N51 TALLEP HTH THE P'a'R CIRCUITS TO
BT5 EWPHENT.
1, CONNECTIONS TO THE 6RGUND BU5 SHALL NOT BE DOUBLED UP OR 5TAC W. BACK-TO-DAC.Y C NEGTIONS ON OPPOSITE SIDES
OF THE 6ROUND BEY ARE PERMITTED.
6. ALERd RH CONDUCTOR OR COPPER CLAD STEM CONDUCTOR SHALL NOT BE USED FOR GRCUNDIN6 CONNECTIONS,
4. USE OF 40' E3E}m5 IN TT -E PROTECTION 6ROLHDING C0Xo)6_,TOR5 SHALL BE AVOIDED H -EN 45' BENDS CAN BE APEWATELY
eLFFORTID. EN ALL CASE$, BENDS SHALL BE MADE WITH A MIHIKIM BED RADIUS OF 8 INCHES,
10. EACH INTERIOR BT5 CANNET FRA? - J INTH SHALL BE DEREGTLY CONL'ECTE7 TOME MASTER CWO(W 5AR YUTH d2
STRANDED, GREEN INSULATIED aVPLi`TIERTAL DZIPMENRT GFZkko HP.!_5, EACHI OJTL'DOR CABINET FTRAW-IPLIIMI 5HIALL BE DIRECTLY
GONIEGTEV TO THE VR]ED 6RCIRm RIBS WITH R 2 AYIG 5MID TIN PLJ+TEI] COPPER WIRE
II. ALL FKTERIOR 6ROLG7 CONDUCTORS bEnEEN EaMPHERT/aR UNp BARS AND THE GROUND RIIY*, SHALL. BE #2 AM SOLID
TIN-PLATED COPPER LRLE OTINERW5E IHDELATEP.
EXISTING AT4T
GIElNA 12. EXOTHERMIC, WBLS WILL E E il`�I7 1 TOR ALL 6RC+�7171tk5 GON?kE CnOt �i iii IOYt GRJ+DE. CON4�EGTiONS TO ABOVE A95
EXIENRtOR UNITS %IALI_ BE MADE H'HTH T XORERMIC YiE. YHA PRACTICAL OR WITTH 2 HOLE tIGAL. TYPE BRA55
CONN4 GTGR5 WITH 5TAINLE55 STEL HARDWARL, INA'.EIIDIHS SET 5CRESR`+. HECCI PHS` E CR1HP COE?EGTOR5 MAY ONLY BE USED
YUTH mri-ENR PE'E2MEE55tm FROM AT4T MAIVET ROTATIVE,
13, FXOTHE RMIG YHB..DS SHALL BE PERMITTED ON TONE RS ONLY WITH THE EXPRE55 APPROVAL OF TM TOYER MAAFACTTIRER OR THE:
COWRA 6,TGR5 5TOXTLPAL. E N61N 5E!Qk
14, ALL. KRP TO WIRE 6ROLNV COM ECTIONES To THE IHTWJOR 6RaW RINR6 SHALL BE FORMED USIH6 H16H PRE`f CRIM'5 OR SPLIT
BOLT CONNECTOF-5 KERE INDICATED IN THE DETAILS.
15. ON ROOFTOP SITES V+IERE EXOMERMIG VE -05 AREA FIRE HAZARD COPPER BION GIP COWER 'ORS MAY BE USED FOR
WERE TO WIRE WNHEOTOR5. 2 WLE FE-aMCAL TYPE COH TOR5 WITH STA'K-E-55 STEEL HAIiDWAiR( INTGLWIN6 SET
5UZB'6 SHALL SE UW FOR CONNEOTION TO ALL ROOFTOP BT5 E6VPNE7TT AND 5 M)CTURAL STS
t6. ICE BRIDGE BONDIN 5 CON VUGTOR5 SHALL ISE FXOPUZMICALLY BON:s7FD OR BOLTED To T}E BRIDGE AND THE TOYER 6ROUN112
BAR U5195 TYRO HOLED WK44ANICAL TY`r'E BRASS COMEECTORS AW 5TNM-E% STEEL HARL'N'EARE-
11. APPROVED RMOAPANT COATIN65 OF- COND%nvE 6E L OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED &ROUND
corascnoNs.
18, ALL EXTERIOR 6RCUND CORMnON15 SHALL BE COAT KTH A CORROSION RE515TANT MATERIAL,
19. MISGL3lANEOIY E2CTRICAL AND NONELECTRICAL METAL BO)ZS, FRAMES AND SUPPORTS SHWj BE BONDED TO THE 6ROUND
RING, IN ACCORDANCE NTH THE NEC.
2o, BOND ALL METALLIC, OB,EGT5 KTHHN 6 FT OF THE BURIED 6PWO RING WITH t 2 50LID AYTG TIN-PLATED COPPER 6RCUN0
CONDUCTOR.
21, 6ROLHD CORDUGTORS USED IN THE FACILITY 6RGLW NO L[GHTNiNi5 PROTECTION SY5T&* MALL NOT LE ROUTED THRO"
M¢TAL IC OBfCTS THAT FORM A RING A.WND THE CONDUCTOR, SEYNH A5
MET C M'T5, M TAL W ORT GLIAS OR N-1
OR
AL Ca -VI,
NON-METALLIC. MATMAL WCH AS Wr, PA5TlG LONWT 51 W BEI `pFE'+ �'
U. 3ZE U5E OF �1 CONDUIT TO MEET CODE REGVIREMEN5 WAvOl AME {Ebner
WA-FETAWC. CONDUIT PRCMI81TED BY LOCAL CODE) THE 6RCtko COhh7ERGTOR SHALL. BE BONDED To EACH END OF 1THE METAL
CONWIT WITH LISTED HONDIN5 FITnW-.'5,
22, C7RCLto PLL TRP Et�I11PE RT IHCLuDIN15 BUT NOT LIMIT TO COAX DIPLEXELS, 5UR6E ARRESTORS, TM?'3, ANRTFMEAS, 4 ANTENNA'
MASTS PER NEG AND AT -41T NGT -00071.
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30 MANSELL CT
SUITE 103
ROS WELL, OA 30076
678480.2325
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CA MTO
L/ CONDUCTOR
P�POcD GROUND BAR OR LOCK WASNT3R
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PROPOSED MW MECHANICAL GROUND CONNECTION RLNSTFW
RED (Clirrw''`j
P'ROP055M NOT TO 56ALE
PROPOSED RRII PANEL ANTE"
PROPOSED,
RAYCAPJr
GABLE 6ROUNDING KIT W/ 06 AWG STRANDED GREEN
VEATHERPRAOFIN5 0 o IMMATED (TYPJ CABLE TO ANTENNA
(FUR 65M COAX ONLY) DIPLEXEo
o r:XJ51MI6 SECTOR LMgTWrR NTH
K&NLrrACTURJ
c GROW BAR SLMIEDNARDI'IARE ITYPJ
PEAiTERPROOFINO KIT
COAXIAL GABLE
TO ANTENM
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MST1N5 GROUND BAR
AT BASE OF TOWER
(COAX GABLE OILY)
FASTING GROUND BAR AT
EGINPMENT CABINET OR
OUTSIDE OF SHELTER
(COAX GABLE ONLY)
N07ES,
L GABLE GROW KIT AT PROP05M ANTfi>?IA TO BE MWMV
WITKH 6' OF CO MTTON TO AiifT M
2. GABLE 6RMV K1T AT BASE OF TO" R TO BE MMWED
WITRH 35' ABOVE WHERE THE CABLING BENDS AMY FROM THE
TOPM
NOT TO SCALE
COAX GABLE 6R4UN21N6
CLAMP KIT
06 ANS STRANDED COPPER
GRO(M COMTOR
GABLE TO RBS
tl�:a
I. DO NOT INSTAL. GABLE 6RCM KIT AT A BEND.
2, ALWAYS DIRECT 6ROIND WIRE DOWN TO ORO" BAR
3. 6ROUNDIN6 KIT I: WEATHER PROOFING KIT %%ALL BE
TYPE / PART i AS SLPPL IED OR RM&443ow BY
GABLE 4ANIFAGTURM
COAX GABLE GROUND KIT
NOT TO SCALE
MOLNTINS MACKE ro I r IHl3UlATOR
0 °
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EDGE
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G
EQg„ 3/6' DIA HILTI
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318' DIA. Wrb l W451EP.5
,ITER CEILING
�OR ICE BRIDGE
DIPLEXER GROUNDING DETAILS
NOT To SCALE
�- 01b' DIA, ALL THREADED
RAD, CUT ROD TO
REWRED LENGTH (TYPJ
PROVIDE WM
WASHER5 TOP s
BOTTOM (TYPJ
Cotoe.TION PER
M/VRIFAClp0ls
5PEGIFICATlONS
—06 AN6 STRANDED GREEN
IWO-ATED COPPER WIRE
TO 6RCMD BAR (TYPJ
ARRESTOR
�- COAX
`—ccr�t rioN PER
4AIUFAGTURER5
SPECIHGATIOHY
46 ANS STRANDED 6Rffi1
INSULATED COPPER PURE
TO 6RCMD BAR (rM)
NOTEi ON DUTDOOR SITES INSTALL WEATHaWIR OFII7
AT EACH CONNEWTOH PM AUT 5PECIAIGATTON5
5WISE ARRESTOR GROUNDING DETAILS
NOT TO SCALE
D 0
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30 MA\SELL CT
SUITE 103
ROSWELL, GA 30076
678480.2325
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DIPLEXER GROUNDING DETAILS
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RAD, CUT ROD TO
REWRED LENGTH (TYPJ
PROVIDE WM
WASHER5 TOP s
BOTTOM (TYPJ
Cotoe.TION PER
M/VRIFAClp0ls
5PEGIFICATlONS
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TO 6RCMD BAR (TYPJ
ARRESTOR
�- COAX
`—ccr�t rioN PER
4AIUFAGTURER5
SPECIHGATIOHY
46 ANS STRANDED 6Rffi1
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TO 6RCMD BAR (rM)
NOTEi ON DUTDOOR SITES INSTALL WEATHaWIR OFII7
AT EACH CONNEWTOH PM AUT 5PECIAIGATTON5
5WISE ARRESTOR GROUNDING DETAILS
NOT TO SCALE
D 0
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30 MA\SELL CT
SUITE 103
ROSWELL, GA 30076
678480.2325
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FOUND REBAA
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PARENT DESCRIPTION
Lot 2. Hooper -Bond Addition to the City of Little Rock, Pulaski County, Arkansas.
EXISTING LEASE AREA DESCRIPTION
Part of Lot 2, Hooper -Bond Addition to In i7'.+ rrlaa parllalarly d6ie�bed asfol7da. Camrmnca the NW corner of
said Lot 2, (hence S aB'57'01' E 12aO5 feel along am North 0.'1011—hOk dePwft hum UM Na9r k*- 01ercv S 0$,0" W 7091 ika to PM Point of Beginning;
thence S 29'241OT E 6 00 feet; thence S 60°3553' W 16.g01ee1t !have N 24.2+b7 W 6.OR f0d:1hMp6 N M'3Ya3' F 16.00 raat [a rM PON[ d Beginning,
canulnln9 96 Sq. Ft.
'JM S hot m eoeh Urso d Cie kilbAn 41=110ml 011MIna: CrrrLr7anc0
bs6611lrnanL Tar and LAiey fxrPo%f. Salla 0S rnenl acag 6 ran shg f♦ 7
m Eta Rw It1'7 C0d.N dTaW LOL-11=2"n,
ll, linrce5all'S70i'E 18.K. tact MOPE tin Kanh�n Swraah dq>•rtklp a1rrl:eid NO'd1 ka.ltwolSDt 'DTSB' W 71011111&,
1mIoe560'3553'15Mu S.00foar bdH PayRM 5e0M/FIa (har NrZ%3Ww1672 foal:Inplor SDI*==, W 105L10 tM b Thn ewitatito d%1noWelord DME,
and the point of Temanalion of said easemenL
LEASE PARCEL DESCRIPTION
Pan or id 2.I{pcpah09r1dA(kWonbdM Cayd L4Nsbck fiAaskf Cec»Iy, A7lmisq. moraP Ir desa4dd as lOssl x: Carrn'A^nce at6ls Ldh'eurrerG
"a"' to'
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of said centedine of easement- containing Q03 aces, more or tees.
DETAIL VIEW
r9 0 TO 20 30
Scale 1" = 10'
AS -BUILT SURVEY
OF
AR1133 KKYK
LOCATED IN
PULASKI COUNTY, ARKANSAS
MM OF HEARING
WEST LINE OF LOT 2,
HOOPER-BOND ADDITION
■FOUND MONUMENTSET N4 RESAR WrAP
oCOMPUTED POINT
B FORWCORNER
0) ACT IVEASUREMENT
(0) DEEDED MEASUREMENT
(P) PIA7ED MEASUREMENT
1ICu a%w
eUU DING LINE
PVEELI�
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DATE: 5/17/12
REVISED DATE:
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DATE: 5/17/12
REVISED DATE: