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.'ROM N5ffZ!16M OFEIGE,
TAKE 1-630 NEST) TO EXIT 65. TURN LEFT ONTO JOHN BARROW
RD (2.2 MI). TURN LEFT ONTO W 42ND 5T. TURN RIGNf ONTO BOYD
5T (0.1 MI). THE SITE A66E% DRIVE 15 AT THE BEND IN BOYD
STREET.
DEPARTMENT NAME / 516NATURE DATE
LAND OPER / TOHM OPS
517E AGWISITION A6W
ZONINS / PERMITTING. A6 W
ME MANA6M
LONSiRUGTION MANA6ER
RF ENSINEER
SITE NUMBER:
AR1 515
SITE NAME:
PROJECT:
LTE
PREPARED FOR:
a,,,,,.l.t&t
PROJECT MANAGER:
PAVED AD12211STRATiVC.L�f
Ate_. "' - ,avalc,p11,2sjt Staff
LI,ti, F' ?ening _ • c. on v%1CF Pel
�c.`.:.icllc.'.'�.i -' CC fSd.:lOR 4a
ANY l✓,F_'v`U 1011 APPROVED
lffZ�jL% Artri wirc
COMMUNICATIONS INC
PREPARED BY:
30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
PROJECT INFORMATION
517E ADDRE�i51 8616 A5HER AVEWE
LITTLE RorK, AR 12204
34.11322°
LONGITUDE. -612.310930
,UW50IGTIONI CITY OF LITTLE ROCK
TOP6z OPNER+ 56A
5900 BRIOKn SOUND PKWY
BOLA RATON, FL 33481
800-481-51 TE
APPLIGANT, AT4T MOBILITY
11005 W MARKHAM 5TRE17
LITTLE ROOK, AR -12211
PROJEOT RkW,- , NESTONER COMMUNIGATION5 IW
-
4100 5a" BOWMAN ROAD
SUITE "100
LITTLE ROCK, AR 12210
ENGINEM PM4A
30 KQr-,ELL COURT, SUITE 103
R05MU, GA 30016
PATRICK W MARSHALL, P.E.
618-280-2325
PON54 ENTER6Y
Tfi-C.01 AT4T
SCOPE OF WORK
R6TALLL LTE EQUIPMENT WITHIN AN EXISTING ntANNED
TaE-r,oMMkHGATION9 I -AGILITY. IN5TALL NEW AND / OR
REPIAGEMENT ANTENNAS AND LINES ON EXISTING TOt II R
CONNECT POV€R AND TELCO TO EXISTING AT4T UTILITY 5E-fZAa.
DRAWING INDEX
T-1 TITLE SHEET 4 PRO.,EGT INFORMATION
G -I 6ENERAL. NOTES
G2 OVEIA1.L SITE FLAN
G-3 DI=TAILED 51'11` PLfW
G-4 TOWER ELEVATION AND ANTETPIA ORIENTATION
6-5 RFDS
G-6 RPM NOTE5
Cr7 LTE PUM11%* DIAGRAM
G-8 5WIPMENT DETAIL -5
c-mipC-10 w 1D�ETAILS le-
-1
)= ELECTRICAL SITE PLANE -2 ONE LINEcqFzM.I VIA6i�.AM
V-4 ROUNDlIZ SDETAILS
1
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ARKANSAS ONE -CALL
811
http:/twww.arkonecall.com/
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No. 14904 er}=
30 MANSELL C7
SUITE 103
ROS LL. GA 30076
678.280.2325
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!2�E& NOTE5:
I. TIE Cr_'NERAL CxNTRAGTOfR MUST VMFY ALL DIMENSIOR5, GONDITIO1v AND ELEVATIONS BEFORE 5TAFLTIN* VIORK, ALL
D15GRf PWrGEES SHALL BE GALLED TO THE ATTEWICH OF TIE ENGINEER AND $}{ALL 5E PZSO .YcD BEFORE PROCEEDIW
SNITH THE Y;oVK. ALL YiORC SHALL BF PERFORMED IN A ViORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED
CONSTRUCTION PRACTICES.
2. IT 15 TW INTENTION OF THESE DPAWING5 TO $L-CONE TFIE COMPLETED INSTALLATION, TILE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL TEMPORARY BRAGING, %MIN6, TIES, FORM R>P-K, ETC. IN ACCORDANGE N NTH ALL NATIONAL,
STATE, ARD LOCAL ORDINANCES, TO SAFELY EXECUTE ALL YORK AND 5HAS.L BE RESPONSIBLE FOR SAME. ALL WORK
SHALL. BE IN A4C,0RDANCE WITH LOCAL WDES.
3. THE CONTRACTOR 5r1ALL USE ADE[;f,JATE WOER OF SKILLED YiORKMIEN WO ARE THOROLi6<LY TRAINrED AND
EXPERIENCED IN THE NECESSARY CRAFTS AID HOO ARE COMB .Y FAMILIAR YUTH TIE 5PEGIFIED REQUIREMENTS AND
h L TROD NSD FOR PROPER FE-RrORHANGE OF THE Yid.
4. W6TRIICTION CONTRACTOR AGRF# 5 THAT IN AGCCi.WAWF iN1TH GENEIiW.LY AGG0011D COPES74Y-TION FRAGTIGES,
GONSTRUGTION CONTRACTOR MILL BE RECULRES7 75 A55U1I SOLE AND GOMPLEIE f2E5PO5181LITY FOR _OB SITE
CONDITION5 DUPJI2 THE COURSE OF OF THE PRO r -GT, INGSLDING TIF SAFETY OF ALL PER5ON5 AND
PROPERTY. TH15 RFGUIRL=MENT SHALL BE MADE TO AAPLY CONTItt)OU51-Y AND NOT BE LIMITED TO NOR 6L V40>a IN6
HOURS. WN5TRL6'TION CONTRAGTOR ETHER AGREES TO IKO-EMNIFY AND HOLD Ve51GN E%iNEER HARMLESS FROM
ANT AND ALL LIABILITY, REALI OR ALLEGED, IN CONNECTION VUTH PERFORMANCE OF YIORK ON THIS PRO -Er T.
5. SITE C-po MNG SHALL GOMPLY WITH ATET MOBILITY 64 71 STANDARDS, LATEST EDITION, ANIS COMPLY WITH
ATIT MO51LITY GROO DIN& CHL:GL,L15T, LATE:�,T VER5fON. $HIEN NATIONAL AND LOGAL GRDLJNIPIWI CODE5 ARE MORE
STRINGENT THEY SHALL GOVERN.
6. ALL &>W SHALL GO,"VI-Y V{ITIA OSHA AND STATE SAFETY REQUIREi 3vT5. � FOR Tri PROT GTIDif
EXCAVATIONS, EXISTING GON5TRUGTION AND UTILITIES SHALL BE E5TAB E+EO PRIOR TO FOUNDATION INSTALLATION. IF
TEMPORARY LlCaiiT{NG AND MARKING I5 REQUIRED 8Y TES FFpHzAL AVIATION A+DMINI5TRATION (IF , IT 15 TIE
GONTTRAGTO95 RESPONSIBILITY TO MAINTAIN TTE 11EGl 55ARY LIGHTS AV NOTIFY THE PROPER AMORITE5 IN TNF
EVENT OF A PROBLEM.
'1. ALL ViORLC SHALL BE AcLoMFI-€5HED IN AG<4ORVANGE HITH ALL LOCAL, STATE, AND FIED02AL COVE5 AND ORDINANGES.
THE r4 5T 5TRLN6ENT COM YULL APPLY 1N THE GA5E OF D15CREPAiCIE5 OR DIFi932ENGE5 IN Tf-E CODE
REQUIREMENTS.
D. ANY DAMAGE TO AD.IACIEW PROPERTIES SHALL BE CORRECTED AT THE COMRACTORS EXPE145E.
q. THE CONTRACTOR 15 Rl-_Fa.51BLe FOR PRD�/]DING AMPLE NOVOF TO DE BUILIPM, INSPECTION DEPARTNEHT TO
5CHE17ILE Ti -E REQUIRED INSPECTIONS. A MINIMUM OF 24 H96R5 OF NOTICE SHALL SE GIVEN AND 7w i UIL.DIN5
ENSP[CTION DEPARVT EM HAVE REG.E5TED THAT GROUPS OF TNS OR THREE 51TES BE SC i� AT ONE TIME IF
POSSIBLE.
10. CONSTRUGTION MANAGER HILL GOFIRM FAA APPROVAL OF TOM R LOCATION BY 155UING TO V;E T2 RELEASE FORM. NO
TOTER SHALL BE CONSTRUCTED UNTIL THE TOYF-TR RELEASE FORM 15 155UPD TO THE CONTRACTOR.
11. 7L -!E WN'PLM BID PACKAGE INCL-JDF` TI-E5E GON5TRZTION DRAVUN55 ALO,% HITH THE FINAL RF Dr!5IGN AND TORR
STjZrTUR.AL ANALY5I5. CONTRACTOR 15 RESPON51DLF FOR REVIEN OF TOTAL BID PACKAGE PRIOR TD 13195ii13 ITTAL,
12. GONTRAGTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN OONSTRUCTION LIMITS PRIOR TO GONSTRUGTION.
13. THE WNTRAGTOR 15 RESPO�15IELE FOR MAINTAINING P051TTVE pRAINAGE ON RE SITE A7 ALL TIMES. SILT AND EROSION
CONTROL SHALL BE MAIWAIhED ON THE DmISTF.FAd SIDE OF THE 51TIE AT ALL TIMES. ANY DAMA5E TO AD-VvENT
FRDPMTIES SHALL sE CORRECTED AT THF CONTRACTORS ExPENSE.
14. CLEARING OF TREES AND VEGETATION ON THE 51TE SHGULD BE if -LD TO A MENINTJM. ONLY THE TREES HECF56ARY FOR
WNSTFMTION OF THE FACILITIES SHALL BE RPYOVEO. ANY DAMA6E TO PROPERTY OUTSIDE THE L.EA5E PROPERTY
SHALL BE REPAIRED BY THE CONTRACTOR
.
15. ALL 5UITA5LE BORAOA MATERIAL FOR BACK FILL OF THE 51TE SHALL 13E MLUDFD IN THE BID. EX6"6 TOPSOIL AND
UNSUITABLE MATERIAL SHALL BE D15PO5FE1 OF OFF 51TE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO
DISPOSAL.
16, SffDlWv AND MULGHfNG OF THE SITE SHALL DE AC4OMPLL5HF9 A5 SOON AS P0551BLE AFTi=-R COMPLETION OF TNI~
SITE DEVH.ORIENT. THE CONTRACTOR 15 RE5PON515LE FOR PROAPINS AND MAINTAINING AN ADE-OUATE COVER Or
Vc-C7ETATIOII OVER THE SITE FOR A ONE YEAR PER?0P.
17. PERHITSj OBTAIN AND PAY FOR REQUIRED PERMITS, LIG-EN5E5, FEES, INSPECTIONS; M.
I0. EREC.ORD D"N&5, MAINTAIN A RECORD Of ALL CHANGES, SL85TITUTION5 5Ma'H eoRK A5 SPEGIFIED AND
INSTALL EP, RECORD GENAL ON A GLEAN SET OF CONTRACT DRANIN&5 MICA SHALL BE TURNIE D OYEP TO THE
WN5TRLI6TION MANAGER LrON COMPLETION OF THE PROX-1-T.
Iq. THE CONTRAGTOR SHALL VISIT THE 517E BORE BIDDING ON THE WORK CONTAINED IN THI5 DESIGN PAGKAGE.
xrAyA110N a r�i NONO-rc5:
I. ALL GUT AND FILL SLOPES SHALL BE 3 - I MAXIKH.
2. ALA. EXGAVATION5 ON Y;fll(H CONCRETE 15 TO BE PLAGED SHALL BE 505TARTIALLY HORIZONTAL ON
04015TLRBED AND MFROTEN 501L AILS ENE FRIzz FROM LOOSE MATERIAL AND ESGE- GROW VWTM
DEAATERR45 FOR F-X6E55 &ROLM YLATFIR SHALL BE PROVIDED IF REQUIRED,
3. CONCRETE FOUNDATIONS SHALL NOT BE T'IAGED ON ORGA}i!C MATERIAL. IF 5OJ 501E 15 NOT RFACI-ED
AT THE DESIGEATED FFMAVAT€ON DIrP'1}L, 741E UNSATI5FAGTORY SOIL SHALL BE EIXGAVATIED TO 1T5 FULL
DEF'T1I AND EITHER BE REF AC D YUTH MEECHANIGALLY WiMPACTED GRA1ILA'R MATERIAL OR THE EXCAVATION
BE FILLED ED AITH CONCRETE OF THE 5AM1= QUALITY 5?ECIFIED FOR THE FOUNDATION.
4, ANY EXCAVATION OVER THE REQUIRED DE'PTII 5ILALL BE I'll IF YIITH EITIFR ML CIIANIGALLY GOWAGTFD
GT7.ANUAAR MATERIAL OF CONCRETE OF THE SAME GUALITY SPECIFIED FOR TWE FOUNDATION, 6905FED
STONE MAY BE LK,D TO STABILIZE THS 50TT04H 4F THE EXCAVATION. 5TONE, IF USED, SHALL NOT M
USED AS GOI PILING CONCRETE THICKNESro.
5. AFTER COMPLETION OF THE FCUNDATION AND OTHER GOi6TRV-TION BELOK GWFJE, AND BL�Of� BACK
FILLING, ALL EXCAVATIONS SHALL BE CLEAN OF VNBUITA33LE MATERIAL 5UGH A5 VEOETAVON, TRASH. DEBRIS,
AND 50 FORTH.
6. BACK FILL 5HALL 135
- APPROVED MATERIALS GOt515T1NG OF EARTH, LOAM, SANDY CLAY, SAND, GRAVH., OR SOFT 5HALE)
- FREE FROM GLOD5 OR STOWS OVER 2-1/2' I'tVIMUM 01? E�1PN5,
- IN LAYERS AND COMPACTED.
-1.517E FILL MATMAL AND FOUNDATION BACK FILL SHALL BE PLh%!_D IN LAYERS, MAXIV&" 6' FSP BEFORE
GOWAG710N. EACH LAYER SNEALL SF SPRIWLED IF REQUIRW AND C<)WAGTFD BY RAND OPERATED OR
MACHINE TAMPFR5 TO' ;f OF MAXIMUM PER5ETY, AT THE OPTII I M MOISTURE CONTENT 32% A5 DETIERMINID
BY ASTM DESIGNATION D -6g8, Lp,, 5 OTHERMSF APPROVED, JJGH BACK FILL 5ILALL NOT BE PLACED
BEFORE 3 DAYS AMR PLAGEMIENT OF CONCRETE.
8. THE FOUNDATION AREA SIW B> GIRAo-D TO PPdVLDE HNATE12 RllNOF f AND PREVENT VEATER FROM
STANDIN 5. THE FINAI, GAAoE SHALL SLOPTE AWAY IN ALL VIREG'TiONS FROM THE FOVIIDATION AW SHALL
THE -19 BE COVERED WITH 4' DEEP COMPACTED STONE OR GRAVEL.
q. GONITZAGTOR 5H4LL PROVIDE ALL EROSION AHD 5EDIMZNTATION CONTROL MFAWRES A5 47EGWIRiD BY LOCAL
CITY, GGlP1TY AND STATE GORES AND ORDINA EG 5 TO PROTECT EMBAW-ENT5 FROM SOIL L055 AND TO
PREVENT AGcVM)LATION OF 501L AND 511-T IN STREAMS AND DRAINAC-E PATHS LP01ViNG THE GONLSTRJJGTEON
AREA TIIIS MAY INCLUDE 5" MEA5URE5 A5 5ELT LENGES, STM BALE 5F_DEI'ENT 15ARR1E3R5 AND CL ErK DAY6-
10. FILL PREPARATION+
REMOVE ALL Vc6ETATION, TOPSOIL, DEBRI5, NET AILD LmAT15FACTOKY SOIL MATERIALS, O56TRLIGTION5, AND
DEI -E ERIOU6 MATERIAL 5 FROM GRW0 SIRFACE PRIOR TO PLACING FILLS. PLOA STRIP OR 13.RE-AK IIP
SLOPED SLIRFACEa STEEPER THAT I VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL KLL BOiD INLTH EXI5TIN6
SURFACE KHEN SUBC'F'- OR EXISTING GROUND !JLWAGE TO RECEIVE FILL HA5 A DMITY LIS5 THAN THAT
REMIREP FOR FILL, BREAK IIP GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, M015TUT2E-CONDITION OR
A-pRATE 501L AND RECOMPAGT TO REQUIRED DENSITY.
11. RFFLA(E T14E EXE5TTNG M°SRI$* 5JRFACI= ON AREA5 MICH HAVE BEEN DAMA&E.D OR REMOVED R RING
CONSTRUCTION OPERATION5. SIJTRFACAE $HALL BE REPLACE TO MATCH FXI5TIN6 AD.-1,AGENT 5U FAAGING AND
SHALL N OF THE SANE THIC.YJlkr�. KBI SURFACE SHALL Be IRE FROM CORKLI&ATIONS AND WAVE -5.
EXISTING 5JRFACING MAY BE EXCAVATED SEPARATELY AND Raem IF INJURIOUS AMONT5 OF EARTH,
ORGANIC MAT IERIAL, OF OTHER M-ETMGLrb MATERIALS APE REMOVED PRIOR. TO R13r--E. P,MISH ALL
ADDITIONAL R FA(IV MATERIAL A5 REWIRED, BEFORE WRFAGINS 15 RER AGED, VZORADE SHALL BE
GRADED TO GONORM TO RFOARED ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS 9iA L 13E
TNOROX-kL.Y COWACTED. DEFRE551ON5 IN THE 5IIBGRADE 5HLAe L BE FILLED AND COMPAGTE D NTH
APPR[)VED 5ELEGTFD MATMAL. SURFACIW7 SHALL NOT BE USED FOR FILLING DEPRF5505 IN
THE SJBGRADE.
12. FROIFjGT Ek15TINFs VJ RFAGIW5' AND 5056RADE IN ARI=AS KIM FGSJIM ENT LOAD5 HILL OPERATE. USE
PL A,W,I% OR OTHER SUITABLE MATERIALS UE510MED TO SPREAD EQVIPIENT LOADS. REPAIR DAMAaL TO
EX1571HY &RAVEL SURFACING OR VA36RADE MEM SUCH DAMAGE Ira VUE TO THE GONTRAGTOR'S OPERATIONS.
DAMAGED GRAVEL SURFAGINS SHALL IDE RE5TORED TO MATCH THE ADJACENT LPOAMAJED GRAVEL 5l F-AGIN6
AND SHA! L L3L= 01= THE 5A? -E THIGKW%.
13. DAMAGE TO EXI5TIN5 STRUGTLIRE5 AND UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE
REPALRFD / REPLACED TO OKNER5 5AT15FACTION AT CONTRACTORS EXPENSE,
14. GONTRAGTOR 51 -AL COORDINATE THE-- CONSTRUCTION 5aEDJI-E WITH PROPERTY OMER SO AS TO AVOID
LNTERgVFTi0N5 70 PROPERTY OYAER'5 OPERATION'S,
15. ENSURE POSITIVE DRAINAGE DARING AND AFTER COMPLETION OF CONNSTRUGTION.
16. R{PR,AP 5HALL Be GI.EATI, HAPO, SGLM, OL RABLE, UNIFORM IN GUALITY, AND FREE OF ANY D> FRIVENTAL
GYJANTITY OF SOFT, FRJAE3LE, THIN, ELONGATED OR LAMINATED PIECES, D151NTE&RATE D MATERIAL, ORGANIC,
MATIM OIL, ALKALI, OR OTI-C-k DE,IETENJOEI5 505TANGE.
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30 MANSELL CT
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678-280.232S
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No. 14904
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AGI 3M, A5TH A164. ASTM AIDS AND THE DE51GN ! COF6TRUC1ION
5MIFICATICN FOR CAST -111 -PLACE COI -RETE -
2. 51TECAST C.ONC.REfE FOR SLABS AND POST FOOTIH66 SHALL HAVE A MINIMUM
C4",RE551VE STRM49-H OF Woo P51 AT 26 DAYS. CO VAEM TESTIM 15 NOT
RraIRED FOR 5t AM AND POST FOOTTN55 W-E�6 NOW OTHERyNISE.
SLLW - 4' MIN. / 6' MAX
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IF REMIRID BY THE CONSTRICTION SCNEDU E T>E CONTRACTOR MAY
VXGTITUTE TYPE III HIGH EARLY 5TRzw6TH CONCRETE WITH THE
APPROVAL OF THE C*6TRIGTTON MANAGER.
5. REINFOR0IN6 5TEEL SHALL CoWORM TO A5TM A 615, GRADE= 60, DEFORM
LkdFrf NOT1p OT1NEF"SE. HE LVED KRE FABRIC WALL COHIFORM TO ASTM
AJ95 H3-= STEEL/W��IyRE FAWX Mr:9�5 NOTED aummSE. SKtC;E5 FOR
RWAR 5HALL BE U SS. IV AND ALL HOOKS SHALL 13E STANDARD, UNO. LAPS
FOR HELPED mRE F me, SHALL BE AT LEAST 9 INCHES, LINO.
4. TFE FOLLOI'UH5 MI NIi NUM CON„ gETE WAR SHALL ?3E PROMDED FOR
REINFCTZCI% STEEL v :i5 5H" OTk ERW5E ON D A1'{1HG5.
GONCRE-T>= LAST A&AIN5T EART11--......._.__._5.
CONCRETE EXPOSED TO EARTH OR HEATHER
06 AHD LA1aC_ _._•---.. ._ __ ._..._.,_i I/2'
#5 AT,V S iA IXER 4 KKF.........................
.
6. MAXIKH COARSE A66REWE 51ZE SHALL BE 5/4.
•T. INSTALLATION OF CONCRETE ANCHORS SHALL BE IH ACCORDANCE W}TH THE
MANJFACTURF.R'5 WRITTEN SPECIFICATIONS. THE ANCH oR BOLT, DaIEL, OR ROD
SHfd_L CONFORM TO THE ANCHOR MANUFAGTIX M5 SPECIFICATIONS FOR
MATWJAL STREN6TR "EiPgNT 06", 5PACIN6, AND ED6E DISTANCE OR AS
DETAILED ON THE DRAN955. 0 RMkR SHALL BE Off WinVT PRIOR
EN61NEEWJH6 APPROVAL HEN DWLLINS HOLES IN CONCRETE. EXPANSION
BOk.TS SHALL BE PRemom BY RAH5ET/REI? EAD, HILT), OR APPROVED BWAL.
1LS ARE F0%V TO
C40NFLIGOT THATT 9114 REAR THE EW71H M SHALL 13E NOTIFIED
IMFEDIATFLY.
D. THE C0H[RACTOR SHALL VMFY FROST LIFE AHD 1`0071146 D97TN
REWIRBIRM YUTH THE JJW5piGTIM HkAN5 Alli M7Y PRIOR TO
CONSTRUCTION.
9. MECHANICAL VII3RATIOH 15 REQUIRED ON ALL %AM TO RWXE 11-C
HONEYC40 ^0 aTEGT UNLESS DIRECTED BY TIME C4N5TRICTTON MANAGER
10. THE CONTRACTOR SHALL VMFY ALL ELECTRICAL CONDUIT SIZES AND
pIdETRATlOH LOCATIONS PRIOR TO PCUWN6 THE SLAD.
PM0
30 MAmELL CT
SUITE 103
ROSWEi.L GA 30076
678.880.2325
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