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HomeMy WebLinkAboutZ-5115-G MapTAKE 1-430 SOUTH TO EXIT 126. TAKE RAMP R3C49 ONTO I-0 ye5T AND PRIJCEHD FOR Oq MILE5. BEAR RI&K ONTO sAMY R1DGE ROAD AND PRDctw FOR 0.4 MILES. TAKE RANK' MC41T ONTO 130 EAST AND PROaW FOR 1.6 MILE5. BEAR R16W ONtO I-30 95WIGE ROAD AND PROaW FOR 0.1 MILES. THE 51TE 15 ON THE R16W. DEPARTMENT NAME / 516NATURE DATE LAND OMER / TOHR MIER SITE ACMINT10N MEW MN& / pe;WrIHS AGENT A4 MANAGER C4"7R XTION MANAGER RF BmINE"f32 SITE NUMBER: AR1 525 SITE NAME: OTTERCREEK PROJECT: LTE PREPARED FOR: t&t PROJECT MANAGER: 2' Wk�;TbWERpjj0VU-.0 An,; 'NISTi3Ai1VI`LV ., COMMUNICAVONS f v n led On 1VC-F Per PREPARED BY:: I 0Vh_z . F. :-i 0 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678-280-2325 HQM AT TIAs SITE IZ aARPS STFtt1CflJOL MMIEIGATION5 PRIOR TO TM PROP05W INSTALLATION AC4ORI7iNu ro m 5mk,,wRAL NIALY519 PRIpARFb BY fVH EH91433dN5 DATM APML 11, 3012, PRO.3GTt, 12-0905E 51, Rff:EFt TO T}E 5TMTLRALITomR MOD MATIM Sy 0THW5. PROJECT INFORMATION 51TE ADORMSP 11201 IWERSTATE 30 L n -E ROGK, AR 72103 LATITUM-, 3466232° LMITUDE, -12.311830 JJF wICT1ON, GITY OF LITTLE ROCK TORROHM SEA ON IGWi 1NW ATSOBL 5100 BROKER PARKWAY HOCA RATON, FL 3348-1 (22b) 5q6 -641D APPLICANT, AUT M0131LITY 11005 Vi MARKHAM 5TREET LITriF ROCK, AR 12211 pROx,C,T MANAGER, WE5TOWER COMKINIGATtON5 INC 4-700 SOUTH 130P MM ROAD 5UITE -100 LITTLE ROCK, AR -12210 @IGI1✓J t, PH$A 30 KNNSELL COURT, SUITE 103 RD5WELL, GA 5=6 PATRICK W KW5H& -, PvE- 6-1b-280-2325 porlm ENTER6Y TIELM ATQT SCOPE OF WORK INSTALL LTE EmIRtNT YiiTNIN AN Ex15T1NCa 1RiMAlUED TRXLOMMUICATION5 FACILITY. INSTALL f6l AND / OR �,M ANTE1 06 A}3q LINES ON EXI5TIN6 TOAM WHpMra7 p0HR AND TELCO TO EKISTINS, AT4T UTILITY S13 CE - DRAWING INDEX �I TITLE & .ECT IWORMATION OTES 0-2 OVEI ALL. SITE PLAN TOMVAAJOAN ANTENNA ORIENtATION Rpm NOTm C--1 LTE FLUM61N6 D1ACyRAIi 0-8 EWi CAVI C-10 EWIPMEW PAD LL-F55T E -I ELWTRICAL SITE PLAN E-2 ONE LINE DIAGRM E -j4 ill 6 S�AIMLS� i� CALL BEFORE YOU DIG ARKANSAS ONE -CALL 811 http://www.arkonecall,r-OrTV o r. s b 30 MANSELL CT SUITE 103 AOS\YELL, GA 30076 678.280.2325 916 No. 14904 L uEi 5MT SMT o¢c�n: PWM roe k WT051 T-1 [7 I L✓: L THE GENERAL CONTRACTOR M)5T VERIFY ALL DN 06, COWITIONI5 AND ELEVATIONS BEFORE STAP T1HG Y4ORK. ALL pi5r,REPnwE5 %4&L BE CALLED To TIE YtlTil hop KE ALL kORK SNAIL BE FERFOrRt-T-DIN AH'�N � Ai �-fR IN ACCORDANCE NTH �V SHALL BE giffiOLVED AACC.FPT' RE plt� GONSTRULTION PRACTICES. 2. IT 15 THE INTENTION OF THESE DRANINGS TO 5HON T?f> G01 D INSTALLATION. THE CONTRACTOR SFLW L F3E RESPONSIBLE FOR ALL TEMPORARY BRACING, S44MN6, TIES, FORM VVRK, ETC. IN ACZORDANGE MTH ALL NATIO-W, STATE, AND LOCAL ORDINANCES, TO SAFELY ;=XEWE ALL NORK No SHALL BE RF517005113LE FOR SAME, ALL HORK SHALL BE [N AGGOPDANGE WITH LOCAL CODES. 3, IH E GOMTRACTOR 5HIALL USE ADEQUATE W,5E Of 5!JL LED YiO>}JrMEN W ARE nrJWK-HLY TRAINED AND EXPEMENCFSD IN THE WCE55ARY CRAFTS AND H40 ARE COMPLETELY FAMILIAR NTH THIE 5PEGLFIED R.E[dUIREhiENTS AND H i~THOD NEUDW FOR PROPER FERFORMANGE OF THE YLORK. 4. WN5TRLIGTION CONTRACTOR A6RiE5 TRAT 1N ACGORDANGE KTH GENFRA.LY ACCEPTED CCJ'WRLICT10N PRACTICES, CONSTRL�r-TION CONTRACTOR HILL BE RE0J[REP TO A5SO.1E 501..E AND COM'pLETE R1-5PONSIBLLITY FOR .LOB 517E CONDIT€ONS PMWG 7TE COURSE OF GON5TZYTION OF THE PRO.EGT, [NGL.WEI,19 THE SAFETY OF ALL PERSONS AND PROPERTY. iH15 REOUIREI-EST SHALL BE NMOL= TO APPLY LONTIISY�U�! Y AND NOT 13E LIMITED TO NORKAL YiORKING HOURS, CON5TP.UGTION CONTRACTOR FU RTH EER AGREES TO INDEMNIFY AND VOLD DE51611 EiN61H7�R fIARNIL�a FROM ANY AW ALL LIABILITY, REAS- OR ALLEGED, IN CONNECTION MITI PERFOAMAW-Z- OF NORK ON TH15 FRO ECT. 5. SITE 6ROf}!=DING 5HA11 COMPLY NTH AT4T MOBILITY GRf NDING STANDARDS, LATE5T EDITION, AND CONE -'LY NTH ATIT MOBILITY ORMOLNG CHECKLIST, LATEST VERSION. Y{i-EN NATIONAL AND LOCAL CWGIMENG CODc5 ARE MORE 5TTRIW AW THEY SHALL GOVERN. 6. ALL HwORK SHALL COMPLY HITH OSHA AND STATE 5A.FM REIX[REHEMt S. PRG�I `a FOR THE PROTI GTEON OF EXCAVATIONS, EXISTING GOt,SrR}iGT€ON AHS UTILI7If5 SHALL BE ESTA9LT5HED PRIOR TO FOUNDATION INSTALLATION. 1F MARK KlNS tS REL�ARED BY TfIE FEDERAL AVIATION AVHIN€5TRAIJON { TITSPOiRARY L[Gli1TNG APAAY, IT 15 THE CONTRACTORS RM'OSEMAR TO L�4AINTAIN THE i4EGE�5ARY LIGHTS AND NOTIFY TIE PROPER AI)THOMT]E5 IN TT-- EV154T OF A PROfYLER , STATE, AND FEDERAL CO_ AND THE M05T 5MW-EW CODE LL APPLY I-1. ALL NORK SHALL BE ACCOM15HED IN N TW- CASE OF �'AHCICCORAWF- NTH ALL E5 OR DIFFERM THE CODE ORDINANGLS. REGJAREMENT5. 8. ANY DAMAGE TO ADJACENT PROPERTIES SHALL W CORRECTED AT THE GONMV TCR5 EXPENSE. q. THE COMiiRACTOR 15 RE5POt151BLE FOR 1=ROdIDW6 AMPLE NOTICE TO THE BRAIDING IN5PELTIOH Dl�ARit iEHfT 7d 5C,HEV L..E THE REQUIRED INSPEGTIOW-j. A MINIM 4 OF 24 HO(R5 OF NOTICE 5HA1- BE GIVEN AID THE MILD'" INSPECTION DEPARTfi"� HAVE REOL)E6TW THAT GROUPS OF TW OR THREE SITES BE 5GHEWLFD AT ONE TIME IF POSSIBLE. 10. G016TFWTICN MV<-I=R HILL CONFIRM FAA APPROVAL OF TOYM LOCATION BY I9N0* TOV RELEASE FORM. NO F TOYER SHALL BE CON5TP.UCTED UhMl- THE TOS^ER RELEASE FORM 15 1999 cD TO TIE CONTRACTOR. II. THE COMPLETE 1310 PACK AGE INCLUi7E5 THESE GONSTRir-110N DRAHIWG5 ALONG ATH TW- FINAL RF DE=SIGN AND We ER STRLC,WRAL ANALYSIS. COMRACTOR 15 R155PON51BLE FOR REVIEN OF TOTAL 1310 PACKAGE PRIOR TO 13157 %SMiTTAL, 12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXI5TIN6 UTILITIES HTHIN CONSTRUCTION LIMITS PRIOR TO CONSTRllGTION. 13. THE CONTRACTOR 15 RE�Oh'S1DLE FOR Mi+INTAIW* POSITIVE DRAINAGE ON THE SITE A7 ALL TEM�ES. SILT AND EfR0510N WM-WL SHALL BE MAINTAINED AN THE DO'IMTTREAM 51M OF THE SITE AT ALL TIMES. ANY DAjw_,F TO ADIALEur PROPERTIES SHALL BE CORRECTED AT THE CONTRACTOW5 EXPENSE. 14. CLEARING OF TRE£S AND VE5ETATj0N ON THE 51TE 5HCULD BE HELD T4 A MININ)M. OXY THE TREES NECESSARY FOR CONSTRUCTION Ol= TLE FAC•ILITIE5 5HIALL BE REMOVED. ANY DAMAC TO PROP RTY OSJTSILDE TTS I SE 1'ROPi32TY SHALL BE REPAIRED BY THE CONJRAGTOR AND D IN THE 15. ALL IR�SU]TtITABLE ALj1E Mf+ WMATERIAL FOR DAr SH/+11 BE Di5PG5E17 OP 1LL or THE 51-rE 01 517E AT LOGAT SHALL�5 BE IA VEP BY GIL OVERN ACC [� EOR 70 DISPOSAL. 16. 5OF THE 5:DELDGHI SHALL THE CONTRALTOR 15 R�FOR DL15hED AS 'N pip MA1HBiA1NI ADEC�UAIAFTER E NG01R OF VEGETATION OVER THE SITE FOR A O,'E YEAR PERIOD. 11. PERMITS, OBTAIN AND PAY FOR REQUIRED pEWIT5, LICENSC'i, FEES, INSPECTIONS, M. 19. RECORD PRAMW75k MAINTAIN A RECORD OF ALL CHANGES, aTITIITION5 BETYc"EN h < AS PR, ED AND INSTALLED. RECORD CHANGES ON A GLEAN SET OF CONTRACT DRAHIHC-6 MICH{ SHALL BE TURN OV£3R TO THE CONS7RIr-TION MANAGER UPON COMPLETION OF THE Pitz ECT. Iq, THE CONTRACTOR SHALL- VISIT THE 51TE BEFORE BIDDING ON THE YLORK CONTAINED IN THIS DESIGN PACKAGE. E-xG6\LA7loN IN(5 NOTFIn 1. ALL GUT AND FILL 5LOPE5 5HAl1 BE 3 1 1 MAXIKH. 2. ALL EY25AVATION5 ON f"WIGH GONGRETE [5 TO Be PLACED SHALL. BE SMSTANTEALLY HORIZONTAL ON �A , FOR MEE555 CC+ROLM HATSt 9 ALL 6EMPELJVIDIED IF�REWIRED. IAL AID EXC� GRollh� WATER 3. COW -RETIE FOUNDATION55 SHALL NOT 5E PLACED oN ORGANIC MATERIAL. IF SOUND SOIL 15 NOT RE AaFD AT THE X-516NATW EXCAVATION DEPI}f, THE Ut6AT15FACT0RY 501L SHALL DE EXCAVATED TO ITS R4 -L CWACTEL BE DEPTH AW p�THER DE REpLke �n TM � gTH ChIAN1oUALIT1' LLYSPE6 FD GTE T}� FCUHDATIDH MATERIAL THE EXCAVATION 4. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FIIIED NW EITHER MEC.HANIGALL r COMPACTED &RARL5TO f4AT BE �O TO STABILIZE THE BOTTOM OF THE FXGAVATIO� STONE IF 115EDFOR THE A5}TA1140 �D U5E77 A5 GOMFILIW7 GO'1 RETE T HICY. E56- 5. AFTER COMPLETION OF THE FMOATION AND OTHER CONWT"TION EEL, Y GRADE, AHD WORE BACK FELLING, AL EXCAVATIONS SHALL SE GLEAN OF UNSUITAOLE MATERIAL SUCH A5 VECA=TATION, TRA5Hf, DEf3R15, AND 50 FORTH, 6. BALK FILL 5HALL BE; - APPROVED MATERIALS CONSISTING OF EARTH, LOAM, 5 -ANDY CLAY, SAND, GRAVEL, OR SOFT SHALEr - FREE PROP{ GLOO5 OR STONES OVER 2-1/2' hiAXINUM DINENSION5; - IN LAYERS AND COMPAOTED. 7. SITE FILL MATERIAL AND FOL4'tDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUi-S 6' DEEP BEFORE COMPACTION. EACH LAYER 51ALL BE 5MWI EP IF REQUIRED AND COMPACTED BY HAND OPERATED OR tflAGNIIE TAWErRS TO q5% OF MAXIMUM DI~ 611Y, AT THE OFTIP `1 M015TL F CONTENT 12% AS DESFRIHIhE"'D BY ASTM DESIGNATION D -6g8, E7tiLE55 OTHE]RI15E APPROVED- V BACK FILL 5ii/J1 NOT BE PI ACED BEFORE 3 DAYS AFTER R -AC -i ENT OF WINE. 5. THE FOUNDATION AREA 5HAL BE C-RAP/M TO PROVIDE H ATER RUNOFF AND PREVEW NATER I" TT�5IN6. 'ME FI HITTi DEEP COMP � A5TOFE AL PIRE(TIONS FROM Tl -E FOUNDATION AND SHALL. EOU RED BY q. CITY, COUNTY OR SHALL Y AND STATE CODES � ION AND TO PROTECT AS FROM SOIL LL055 AYO TO PREVENT PREVENT AGO"JI-ATION OF 501. AND 51LT IN STREAM5 AND DRAINACk PATHS LFAVIHG TIE C.ONSTM-1I08. AREA. TH15 MAY INCLUDE SLICH WA5URE5 A5 SILT FENCES, STM BALE SEDIVEW BAR RIBZ5 AND CHELK DAMS. 10. FILL PRE'PARATTONi REM ALL WBOMATION, TOP501L. DEBRIS, YET AND UN5ATISFAGTORY 501L MATERIALS, OH5TR11GTiON% AND DEL.Ei'ERIOUS MATI RiA15 FROM c -4W" SURFACE PRIOR TO PLACING FILLS. PEON STRIP OR 6REAK UP SLOPED S FACF5 STEEPER THAT i VERTICAL To 4 HORIZONTAL 50 FILL MATERIAL KL.L BOND YIITH F- LISTING SURFACE. KI -EN 5U0GRADE OR EXISTING GROSR�D aP FACE TO RECEIVE FILL HAS A DEW21TY LE55 THAN THAT REGVIRn7 FOR FILL., $REAIG UP GWJI D SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION OR AERATE SOIL AND RECOMPACT TO REGVIRED DEH5ITY. II. REPLACE THE EXISTING YEA.RING 5[ rWAGE ON AREAS H-1424 HAVE B,EN DARA&ED OR REMOVED DURIW7 CONSTRUCTION OPERATIONS. SURFACE_ SHALL 6E REPLACE TO MATCH Ex15T1W 9 ADJACENT SURFACIf2 AND SHALL B7-- OF TLE 51Q- E THInKNE-53. NEK SURFACE 5HAJL BE FRF=- FROM GORRUGATT0N5 AND WAVES. I-xISTING SURPAGING MAY BE EXCAVATED 5EPARATI=LY AWD Ra6w IF IHJ)RIOM N40M OF EARV, ORGANIG MATERIAL, OF OTHER DB..E'fMOU MATF.RIAL5 ARE REMOVED PRIOR To RL3i5E, FURNISH ALL ADDITIONAL RESU."ZFAC-INC MATERIAL AS RFQUIREO. i crORE 9J FA.GI NG 15 REPLACED, SVDGRADE SHALL BE &RADED TO COWORNM TO R.EaIRFD gUeCRADE ELEVATIONS, AND L005E OR D15T11RBED MATERLALs SHALL BE APROO V DY5ELEGTE10 .ATEMAL, S4RRFM 1 USED FOR FI IN THE W56RADE SFALL BE FILLED A�1O345 IN AGTED HITH THE SUBGRADE. 12, PROTECT F-XI5TING 5JRFA0IW7 AND at)(7RApE IN AREAS "'EcRa FMlPMENT LOADS HILL OPERATE. USE PLANKING OR OTTER SUITABLE MATERIALS DESIGNED TO SPRE=AD EGUIR41EW LOADS. REPAIR DAMAGE TO E- LISTING &RAVEL S. RFAGkNG OR SUBGF.ADE KERE SUCH DAMAGE 15 DVE TO THE: CONTRACTORS OPERATIONS. DAMAGED GRAVr"L SIRJFAGIW SHALL BE RESTORED TO MATCH THE ADJACENT Lh,VA WI ED GRAVEL WRFAGlW5 AND SHALL BE OF THE SAIF THICKNESS, 13. DAM�IAC�E TO EXISTING 5TRL��RhRES ANP UTILITIES R�11.T[WG FROM <SoNT9ArTOR`S NE6LIGENGE SHAD_ BE REPAIRED / REpLAGFD TO OYr'ER5 SATISFACTION AT CONTRACTORS F-�- 14. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION 5C E ULE WITH PROPOZTY OHNER 50 AS TO AVOID INT TI016 To PROFERTY OYrER5 OPERATl0115. 15. ENSURE P051TIVE DRAINAGE DURING. AND AFTER COMPLETION OF CONSTRUCTION. I& RIPRAP SHALL BE GLEAM HADD, , DURABLE, RENIFORM IN CZALITY, AND FREE OF ANY IDETTRLMENT-A.L QUANTITY OF SOFT, FRIADLiE, THIN, ELONGATED OR LAMINATED PTI -GES, 015INTEGRATED MATERIAL, ORGANIC, MATTER, OIL, ALKALI, OR OTHER DEi.FTE OU5 5TANCE. x FENCE CONTOUR LINE - _ -- - - - PROPERTY LINE / ROW IEASE AREA - - �l F1t5ElEh DISCONIECT SHITGH 8 ®M 1ETER CIRCUIT BREAKER CODFD NOTE WIDER CHEMICAL GRlJIW ROD ® GROUND ROD ® GROUND ROD H1TN INSP VOH SLEEVE CADHBD TYP>: CONNECTION p C MpRE95M TYPE CAMELTTON f GROUND YORE D. o 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 679.280-2325 W F. w " OESG>I� 5PTT II \ UfrA11h 5TT �L \ � q¢g0k Pw �► Poe f Ytl'051 o No. 14904 ��1fH -���� C q�� c w I N W rhs& E f S 6RAPHIC, 500 ES 3 0 3 SCALE: 1" = 5' EXISTING EQUIPMENT PAD NACANT) EXISTING AUT CONCRETE PAD I EXISTING RBS I 2106 CABINET (1900) SDG POTHER ! BATTER GABINrET PROPOS RAYCAP pGB�B 60 -RM IN51DB H%-ov P01'ER CABINET PROP06ED� N EXISTING f/f r�1111PMENT ��� PAD NAGANT) 41.,0' PROP!'7SM R05ENBOR61ER (2) TRIW DG POH R CADLIES AUR (I) TKINK FIesZ GABLE EXISTING 3106604 MSTIHb RB5 3106 CABINET F (850/10100) 2'-6' 1 -Ta VIN5 AT<T FIBER TELCO CABINET > X15TIM5 AM ICE BRIDGE (TYP) EXISTING MONOPOLE DETAILED SITE PLAN 50ALEa 1' = 3. EXI5TIN6 RB5 2106 CABINET (850) /`-- UVTOIT" 4 -FIR E45TIN& AUT TELCO CABINET INSTALL RO5MMR6R 4' GABLE E mzr wX IN PROPMED CABINET PART# U401-MI10118 N-- EXISTING Am {f POH R METER EXISTING AT4T AG PANEL t GEN PL11G PF4POGHD R55 6601 MAIN UNIT IN51DE N54 AUT LTE CAEMI U MO IMV ON LNSTM ON EASTM ICE AIME FO5T5. INSTALL A I8' X 18' .1WTION BOX MveR TiE LTE CABINET. EXI5TWG M rATOR PAD 140. 7 TtlNT 1❑ C V 0 30 MANSELL CT SUITE 103 KOSN%TIJ GA 30076 678.280-2325 0 z a Mj DEa m SMT Mft sT owa PWM Ae 1: WT051 CO3 KEE TEE TatR AT no SITE REwiRF-5 5TR1GTt1RAL NooriGArONS PRIOR TO THE PFR.Op05ED lNSTALLATION AGGORDENG TO THE 5TIZXTURAL nALY5l5 PRFPARb7 BY"e;b1NMFJNG DATEP APRIL 11, 2012, PRO.KTI s 12-0305E 51. REFER TO THE 5TRUCT F -"ON R MODIFICATION5 BY OTHER5- I a 4 EXISTIW6 CARRIERS ANTENNAS (TYP) AT4T (3) LTE MC,55ON RRUrII (TYP - I PROPOSED PER SECTOR) E)a5TING 4 PROP05ED AT4T 4 N `-FNEL mTEM<AS (TYP1 PROPOSED AT4 T---" FA5TIWG CARRIER'S LTE R>+YGAP ARaW A5 i1YPj GL:G�n9-�O-I� ISF� TOWER ELEVATION NTS T 10Nt OLE (TYP N W E S E) I EXI5TING ANTENNA ORIENTATION NT5 E457INS TOYER PRL7POSM AT4T FON3Z VE E'65E-k7-�FHiR ANTEW FOR LIE (TTP. - I PER SECTOR ) PROPOSED AYGAP DG6-46-60-16-8F EASTING AVT ART MrA5 FOR GSM 4 LMT5 TO REMAIN (IYP. - 2 PER SECTOR) E>15TIr6 AT4T ANMM MOUNT EXI5TIN5 MIT AHTISNM FOR 55M 4 UMTS TO REM)i (TYP. - 2 PER SECTM E AFING AT4T ANTE" MOUNT AT4T 0) LTE M6950H RRIYrII "- I PROPOSED PER SENOR) PROPOSED ANTENNA ORIENTATION NT5 7TE MOUI' 6 pE NL5 %iOM ON TWi5 SHEET ARE TYPiGAL INSTALLATION DETAIIS THAT MAY WT How ON A! L SITES_ PM4A YEA5 NOT WMDEV pam M ARTT04A Vs=4T WPM RB'ORT- PHI t t40T PERFoRmW A 5TWILRAL. FVALIJAT10N OF THE EXl5T11a ANTENRA MOW 5). C Mm 30 biANSELL CT SUITE 103 ROS WELL, GA 30076 679-280-2325 �i az z a� z Q O F W_ � j0 Wz it z W y9 mom. SMT owaK SMT CHECKED: PWM .roe 1. WT051 ALPHA 5EGTOR F051TION 5 LTE ANTEMA (TYPi RET GAS (TYPj RET GABLE (TYPJ BETA 5ECTOR P051TION 5 GAMMA 5EGTOR POSITION 3 1!2' COAX dHBER (EYP) ` IOONMz AM1001 �z AW5 LTE LTE RPUrI LTE Ft1�lr1 LTE RR)5.1 LTE R46-1 TE M N ERIG550N 51N;;� PAIR DG POWER GABLE (TYP1 RAYGAP DG SUPoGE MMZE5610H LWT W! ALARM GABLE FIBER PA55 TH W (1'YP) PART* 002-40-60-O-aE [71 R06ER 51W -,LE PAIR MT R 0A%r:5 FART@ YIR-v&a25T-BRDA AND (2) RO-qN13FROM 51}15LE PAIR Fee GABLES PART$ F&-LcIDD-005- 70 0) RAYGAP FIBER V15TRJ6UTTON No DG %WYE VX4'REWC*l UNIT PART# aXb �8 6O I& 8F 0) R05aaaRVER (3) PAIR PO9,W GABLE ((6) BAH* T1Nh CAFF'FR CONDUCTORS) N TECTOR PARTE DC! �d TO BE SHARr7? FOR UMTS i LTE ALARM GABLE TO ALARM BLACK (6) 20 A M NZE-� FOR RRL? AND (U 15A DG BREAKER FOR THE MJ RAYCAP M 5URGE g.1FPRF%ION UNIT w FIBER FA95 TVW PART$ X2 -45 -W -O -q RAYGAP DG SURGE PROTSGTOR -Ov DG BREAKER PANEL LTE PLUMBING DIAGRAM HT5 RAYGAP DG 5WA SUPPRESION UNIT W/ FIBER PA55 TVM GONTRAGTOR %TALL IHr'LR atr TTE APPROYED ATIT G5RF INSTALLATSOH MEN P0551BLE• THE FLLR O1N5 DIAGRAM 5NOM ON THI5 5HB=7 I5 OILY VALID MEN GSPF 15 NOT REMIREP. (TYIPICAL EACH 5ECTOR) (1) 51WAE PAIR FIBER GABLE (TYP) SLRGE FFATEGTION 5%10" BE IN5TAL EIP HTHIN 15, OF THE RJW& PTR ATIT SUIDT3.1NE5. THE DG2 ,ate -O -IE UNIT5 WOM IN TH15 DIAC7RM ARE NOT REMIRED IF THE E7Gfi S8 6O IR BF 'zaID' 15 LOGATFO WITHIN 15' OF WE RFJJl3. {n"CAL EAGN 5EGTOR) RO5Eh58liEii 51NGLE PNR PORK GAE!a6 PAW# JjR VG025T-DPDA AND (7) 51N4L.E PAIR FIBER GA8LE5 PART' F� La80 O05 5D0O —N R05UOJZGE (3) PAIR PoKR GABLE ((6) 8AW6 Tl MED GOPPFR GOHf—TOR5) �-- N R055 FIBER GABLE 'A-PG`W1B2Y250aJ 021 PAIR FIBER TF4W 5HE1T&i1CAVINFT INTSL'OR LTE RB5 66OI MAIN BA51AHD UNIT Erwew B TO 51AD 0 ca . 30 MAN SELL Cr SUITE TO ROSWELT, GA 30076 678-280-2325 0 g 12 o z � � Q ,0RR V z < m J IL W � olsalm SMT Al AL DRAW srtr PM GI yk �t * i aoe l: KTO51 No. 14904�I+ PRC)F'USGV unlvcmnA ADAPTER KIT t TWEAPM Flab LI GATE AS RR PRDF051D LTE CI PRDPO5ED LNlVB 50 ADAPTER KIT t THREAD FIEW LOCATE A5 RE LTE RRU5-11 MOUNT DETAIL NUT To SCALE PROP05ED ANTBM MOUNT PIPE (TYPJ pRC�FD 2aJ/8' OD x b' LONS RRU MOUNTIN5 PIPE (TYPJ WoPOSU2 LTE ANOM AND DOYtoLT BRACKET ('TYPJ PRAPO-qP RAYGAP % Pa -4&-&O ovaWci PROTEGTION UNIT PROPOSED RAYGAP BRACT pgjpoeED RAYGI SUPPORT HARK TvE mo NTi1;0 Vz--PAILS 5H01'Icl Oil THIS 5HEET ARE TYPICAL IN5TALL ATION DETAIL5 THAT MAY gar Y K ON ALL 5ITE5. Wt A WAS NOT PPDV19M AN AHTE)T}�Atl MWoPiHGORr- PMA 5 HOT PEUORMED A STRIIGTLRAL EVALUATION TkE FJ05TIT45 AfMWiA MaW(5). MONOPOLE INSTALLATION FROP05M RAYGAP '5MlP' DG6-49-E419-SF OYFWOi_TMr- pROTMTION UNIT (YYP) PRDPOr>m RAYG (TYPJ FROPO-IfO RAYCAP BASE FORTS (TYPJ PROPOSED RAYGAP GASLE SUPPORT NARNE55 MTJ TONER LEG OR PIPE MOUNT INSTALLATION E;�QSTIr* HMFOLE TORR (TYp) 5rGURE RAYGAP tfOU![ N5 BRACKET TO MONo�'OLE PACE WITH VASMCM STAINLE55 STETS. BAWW STRAY MART 01AV i) no TENSION DLK*Ln (PART PINTTO) OR ShTvRUoCTURAL Ep11VALENT (TYP) Tp'e z LrD5 OR 5TANDOF-- MOW T" M oEp, REFER TO TOVM PLAN PoR 51TE W551FIG LOCATION (rmj 5ECURE WITH RAYGAP PIPE MOUtMg5 HARDK'ARE `.APPLIED KTH DRACXET (TM) RAYGAP 5QUID MOUNT DETAIL NOT TO SCALE 'gyp s i . flit AR G E E 1P R 15 tL 5 7k it * ���►� No. 14904 =��fl c �i p P -c 30 TIANSELI. CT SUITE 103 ROSR'ELL, GA 30076 678-280.2325 ME., �9 a 5w WML sw mc: pm ,los P. WOH CEV m E)WAWAON REQUIRB•if34T5 M?J 5LAB EXPAN51ON DETAIL5 NOT TO SCALE REINEORGED rGNGRETE N(0)TRE-50: I. AAv 5 i k7Rk 5Np11 E IH I r.GOf�Bp EGTt t GOI TRVG1ToliWE NTH 11 1 l, AGI 310, SPEGIFIGATIOH FOR CAST -IN-PLACE C.OHC -EM- 2. 51Ti�A5T CONCRETE FOR SLA% AND P05T FO0TIN SHALL HAVE A MINI" REaIRE0 FOR IJ5 AND P0�5T 7FOOTIAN55 IJ iNOTED C TVER 9E pR 140T pZ,%IRED BY THE .JJRJ5DiGT1ON HAMW AIf1TIORITY, 5LLW - 4' MIN, 16' MAX, AIR ENTRAIWaT - 296 TO 596 BY VOUke CLA55E 5 OF CONCRETE 20 DAY MAX FLACZM 34T NOTES CLA65 57E457vi KATEVJCFH1T LOCATION 0-01) RATIO TYPE I 9000 055 5LA55 I! P05T NORMPL. 06W FOOTIW75 TYPE III` 5000 0.45 5LA.55 4 P05T HIGH EARLY r O nW6 5TRi3iG7W . IF R ZRED BY TTJE G0N5TRiJGT1ON SGFEDULE THE GONTRAGTOR MAY aernTUTE TYPE III FUGH EARLY 5TRFW9TH C.OWRETE VOTH THE APPROVAL OF TIE W15T'KIGTTON MANA6B?- 3, RPIIFORGIFiS 9TEEI_ SHALL M;FoRm TO ASTH A 615, &RAVE 60, DM UNtE55 NOTM O1TERl^115E. NI -DEP P PURE FABRIC SNAIL C.OtFOW TO ASTM AIDS MELDED 5T'EEL PURE FAWG IRFES'5 SXW OTHMIUSE, 5PLIGF5 FOR REBAR SHALL HE CLA— 'B' AND ALL HOOKS 5HALL 6E STANDARD. UNO. LAPS FOR kf DW }'URE FASRIG SHAH BE AT LEAST 5 IWkE-S, I.W. 4. TIE FOIL -OM' 16i MINIKH GOFARETE C.C]V,R SHALL BE PF47 9ED FOR REINf-VPZIN5 STEEL WXf95 SHom OTHMY115E ON DRA'UNG9, GONGRETE G.45T A6AIN5T EARTH ......--- _._- ------- -..-.... , 3' CONCRETE E)CP05M TO EARTH OR YIEATI-M 116 AND LAJ rEg...__..__......-.................-.........._......-.....2' t5 AND SMPJ_LFR ! 5, MAX KH COARSE AGGREGATF SIZE SHId_L BE 9/4', 6• MAINTAEH THE TEFVERATLRE OF CAST IN FLAGE CON64ZME AT 5ETYM 50 AND 40 pE REE -5 FA1 n#Elr. IF COwm OR HOTTER GONDITiON5 E1357, TWE y C.UNGRETE Mix GESIG'4 5i•IA�LLL BE AAOJ)5TED ACGORDING[.Y. 8. IWTALLATION OF CONCRETE N4aOR5 514ALL BE IN AC.00RDA7iGF NTH THE MNw,aGTLWIR5 YMrrEN 5PECIFIGATION5, THE AW-A9R HOLT, DOFEL. OR ROD 5"A C.CJFiFOfUM TO TFE ANC+M M4.FACTLIRM'5 SPf 0RCATI0% FOR MATEMAL STRBiGTIi, E33F� DEPTH, 5PACI *, AW EDf•,E V15TANGF OR A5 DETAILED Oli TTE DRW IN%. NO REBAR SHALL BE CUT T'i1THGvT PRIOR EW,INEMW, Af'F'RovAL hitH DRILLI45 HOLES IN Lta`iC.FETE• EWANSEON BOLT5 5WLL BE PRCM0170 BY RAIV@TIR.EDFE D. HILTI, OR AFPRl.7VED EGUAL. IF THE KQV;A6T1R6R5 SPECIFICATI016 AND DUAL -5 ARE FaW TO GaKIGT NTH THAT 5FiOM ICREIR TTE ENGEHffR SFIALL BE NOT'F:'ED Ih4WIATELY, q, THE REWJR3•$IT5TOE'UUTH M �IG-.jON FIAVING AITIT•FORIiY PRIOR TO C.ON5TR TION. ,1f'`� ARP/ NE X D -T AL No. 14904 '%.' fCRP�,, r o •`, p:. 30 MANSELL CT SUITE 103 ROS\YELL, GA 30076 678-280.2325 J a W ry � W 2 CL W 9!q D s, M MkM 5M1' W. f'V� eae F WT051 CptiTFAGTOT2 5iaJ�1J_ PROVIDE In' WIVE + L DEPTW FlBixf�OARA Fj�jµiSfON.(TYPj• f. �N ECxERL 3' F41H. FIELD VMFY \\—COWRAGTOR 5HALL TIE SLABS T,OrMM KTH ¢] 64 x 12' LONE RmATt WITH 5TANDARD HOOK DWLLED INTO Ex FT1I;S SLAB WITH 4' MINj" B =NT ATTACHED KTH HILTT HY350 SYSTEM. PROVIDE WAR AND SPACING SNDr CENTER ROAR IN THE EXISTING n VERTICAL SLAB E/FACE, (,OW LLT THE E74G NEER WITH ANY CONFLICTS PRIOR TO CO?15TTdJGTIDN (TYPJ• v S' THICK 3000 PSI MIK SITE GIST COWRETE SLAB WITH 1-16K HBDOM FINISH ON TOP FADE. 4'-0'- FIELD VMFY pRCM >~ 314' G� AT ALL EAN)5rED 14 (5)REBAR f IALlY ��� RD6E5. FIELD VERIFY DINIi3410N5 NTH 5LAB E)WAWAON REQUIRB•if34T5 M?J 5LAB EXPAN51ON DETAIL5 NOT TO SCALE REINEORGED rGNGRETE N(0)TRE-50: I. AAv 5 i k7Rk 5Np11 E IH I r.GOf�Bp EGTt t GOI TRVG1ToliWE NTH 11 1 l, AGI 310, SPEGIFIGATIOH FOR CAST -IN-PLACE C.OHC -EM- 2. 51Ti�A5T CONCRETE FOR SLA% AND P05T FO0TIN SHALL HAVE A MINI" REaIRE0 FOR IJ5 AND P0�5T 7FOOTIAN55 IJ iNOTED C TVER 9E pR 140T pZ,%IRED BY THE .JJRJ5DiGT1ON HAMW AIf1TIORITY, 5LLW - 4' MIN, 16' MAX, AIR ENTRAIWaT - 296 TO 596 BY VOUke CLA55E 5 OF CONCRETE 20 DAY MAX FLACZM 34T NOTES CLA65 57E457vi KATEVJCFH1T LOCATION 0-01) RATIO TYPE I 9000 055 5LA55 I! P05T NORMPL. 06W FOOTIW75 TYPE III` 5000 0.45 5LA.55 4 P05T HIGH EARLY r O nW6 5TRi3iG7W . IF R ZRED BY TTJE G0N5TRiJGT1ON SGFEDULE THE GONTRAGTOR MAY aernTUTE TYPE III FUGH EARLY 5TRFW9TH C.OWRETE VOTH THE APPROVAL OF TIE W15T'KIGTTON MANA6B?- 3, RPIIFORGIFiS 9TEEI_ SHALL M;FoRm TO ASTH A 615, &RAVE 60, DM UNtE55 NOTM O1TERl^115E. NI -DEP P PURE FABRIC SNAIL C.OtFOW TO ASTM AIDS MELDED 5T'EEL PURE FAWG IRFES'5 SXW OTHMIUSE, 5PLIGF5 FOR REBAR SHALL HE CLA— 'B' AND ALL HOOKS 5HALL 6E STANDARD. UNO. LAPS FOR kf DW }'URE FASRIG SHAH BE AT LEAST 5 IWkE-S, I.W. 4. TIE FOIL -OM' 16i MINIKH GOFARETE C.C]V,R SHALL BE PF47 9ED FOR REINf-VPZIN5 STEEL WXf95 SHom OTHMY115E ON DRA'UNG9, GONGRETE G.45T A6AIN5T EARTH ......--- _._- ------- -..-.... , 3' CONCRETE E)CP05M TO EARTH OR YIEATI-M 116 AND LAJ rEg...__..__......-.................-.........._......-.....2' t5 AND SMPJ_LFR ! 5, MAX KH COARSE AGGREGATF SIZE SHId_L BE 9/4', 6• MAINTAEH THE TEFVERATLRE OF CAST IN FLAGE CON64ZME AT 5ETYM 50 AND 40 pE REE -5 FA1 n#Elr. IF COwm OR HOTTER GONDITiON5 E1357, TWE y C.UNGRETE Mix GESIG'4 5i•IA�LLL BE AAOJ)5TED ACGORDING[.Y. 8. IWTALLATION OF CONCRETE N4aOR5 514ALL BE IN AC.00RDA7iGF NTH THE MNw,aGTLWIR5 YMrrEN 5PECIFIGATION5, THE AW-A9R HOLT, DOFEL. OR ROD 5"A C.CJFiFOfUM TO TFE ANC+M M4.FACTLIRM'5 SPf 0RCATI0% FOR MATEMAL STRBiGTIi, E33F� DEPTH, 5PACI *, AW EDf•,E V15TANGF OR A5 DETAILED Oli TTE DRW IN%. NO REBAR SHALL BE CUT T'i1THGvT PRIOR EW,INEMW, Af'F'RovAL hitH DRILLI45 HOLES IN Lta`iC.FETE• EWANSEON BOLT5 5WLL BE PRCM0170 BY RAIV@TIR.EDFE D. HILTI, OR AFPRl.7VED EGUAL. IF THE KQV;A6T1R6R5 SPECIFICATI016 AND DUAL -5 ARE FaW TO GaKIGT NTH THAT 5FiOM ICREIR TTE ENGEHffR SFIALL BE NOT'F:'ED Ih4WIATELY, q, THE REWJR3•$IT5TOE'UUTH M �IG-.jON FIAVING AITIT•FORIiY PRIOR TO C.ON5TR TION. ,1f'`� ARP/ NE X D -T AL No. 14904 '%.' fCRP�,, r o •`, p:. 30 MANSELL CT SUITE 103 ROS\YELL, GA 30076 678-280.2325 Clio J a W ry � W 2 CL W 9!q D s, M MkM 5M1' W. f'V� eae F WT051 Clio PROPOSED A] I' C nIT PITH (6)16 AYLS, (!)195 AHD (U %' CONDUIT VITH (4)J6 APG, ()+95 F}ZOH TME EASTIN6 AC PANE. TO THE PROPOSED -6V PONE R FLANT. O�,I0WTOS MOM TIPRCF5-48Y KAHY THE RAYCAP M6-* r0-Rt1. 3 PROPOSED 112 AM DC CONOUOTORS FROM Tf E RAYCAP RGb-4&-60-RM TO THE RB5 6501 MAIN tur. ® THE PROP05W OFT -E -MAN TO THE R95 6601 MN UNIT. ROM CABLES THrWJG" THE 12' X 12' Mir,410H BOY, a8YZ-eR (2) TOR —MPOi GABLES 9 AWa STRAWS AND N TRW FIBER CAE LE 'A-V (WV7y2W0W EZOUTED ALON5 ICE mme. EXISnNb EWPMENT PAD (VAGANT) EXI5TIN6 ATIT GONGRETE PAD EXISTING 3106 CAE EXISTING R55 2106 CABINET (850) ALL mmPR,OPOSED CONDUITS AND CABLE TO Be LABELED PER ATIT SPECIFICATIONS. rW-j AGTOR SHALL COORDINATE THE TALLATION OF HEN W -46V SYSTEM PER IT SFKIFICATIOH PITH THE ONSTRZTtOH MAHAi%R. NOTE5i I. LEAN COHGRETE, RfD�OLORID TOP, MAY BE USED IH PLACE OF CONFAGTl=D SAND. FIN15FED GRADE OR 6ROUND COVE; HATCH SLOPE AND THTC cw:95 OF E45TIN6 UNDISTURBED 501L'--\ CONWITS FOR THM'f NE, ELECTRICAL, i ANTENNA 5HARIN62 WHA APFLICAB.E 9 ------1 CAUTIONARY TAPE i�r it ■ : I�IIi I • Fd�lR I I Tfl--LtnE���l i= I�T��9� IE-1111.11"���` - • +k CONCKIIT SITE, TYPE, QUAWrr AND SEPARATION DIMEH5IOH TO BE VERIFIED WITH LOCAL UTILITY COMPANY REWRETJENT5 EXISTING EQUIPMENT PAD (VACANT) s MSTIH5 ATIT FIBER TELCO CABINET EXi5TIHB Am IDE BRIDGE frYPJ ELECTRICAL 51TE PLAN SCALEr V= 3' f%opoSED RBS 6601 MEIN UNIT IN510C " ATIT LTE CABINET MCRa'ED ON UNISTRUT ON EAVIN6 ICE BRIDGE POST'S. INSTALL A I6' X IW .WT10H BOX UNDER THE LTE CABINET. FASTIN5 6EHERATOR PAD ,30 MANSELL CT SUITE 103 ROSNYELL, GA 30076 678-280.2325 i� r Wo SCHEDULE 40 N CONDUIT BROW &RADE MPJ UNDERGROUND CONDUIT 5TUE3-UP am Z J IL LLI UN a v cc W J W � OESC3�D: SMT pawl• SMT gtECiQD PYA" t ti Krom ,11 E-1 ++ DIRECT BURIED CONDUIT >=xlsM UTILITY H -H AhE Nis r �r f ■ EXI5TIH& ATIT ■ TELCO CABINET ++1 (RIGID STEEL CONDUIT Pulvp FOR WARE: R1610 STEEL COmIT) C,O OUIT G�Ji'LINIG 8161❑ 51ffi. EXISTING RBS W"IT ABOVE 2106 CABINET EA5TIHG RB5INSTALL � 4' CABLE 6RADE (IYP) (1400) 310b CABINET ElmB00T IN FROPO�D ;�—CANWT z PFrto O -48V fMAgOOI PART0 6X401-EVI0119 pG PORR I BATTER CABINET PROPOSED RAYCAP �� DLOr48.60- iM INSIDE _ .r NOI0 5TH N54 46V POWER CABINET EX15nN6 ATIT CONDUIT AT - PoKR METER E U30M MW O3 2 EXI5TIN5 ATIT PROPOE■ED -� __�_ . _ _ _ ��-------- --•._-..� Ar, P NE I RI610 5Tl$ TO PVC ADAPTOR EXISTING EQUIPMENT PAD (VACANT) s MSTIH5 ATIT FIBER TELCO CABINET EXi5TIHB Am IDE BRIDGE frYPJ ELECTRICAL 51TE PLAN SCALEr V= 3' f%opoSED RBS 6601 MEIN UNIT IN510C " ATIT LTE CABINET MCRa'ED ON UNISTRUT ON EAVIN6 ICE BRIDGE POST'S. INSTALL A I6' X IW .WT10H BOX UNDER THE LTE CABINET. FASTIN5 6EHERATOR PAD ,30 MANSELL CT SUITE 103 ROSNYELL, GA 30076 678-280.2325 i� r Wo SCHEDULE 40 N CONDUIT BROW &RADE MPJ UNDERGROUND CONDUIT 5TUE3-UP am Z J IL LLI UN a v cc W J W � OESC3�D: SMT pawl• SMT gtECiQD PYA" t ti Krom ,11 E-1 PROP05ED 02 Ati5 STRANAED 6REEK 1,iJA..AT® CoOPP R K E FARM THE PPDP05ED R55 WI MAIN UNIT TO THE mpzELL GAENwr 6RCO NW BAR &RAND PER MA3JFAGTHIRERS 5PEGIFICATIONS. QPROPOSED r2 AW.7 5TRARPF-0 GRIM iNSULATEP 6OPPf3Z MIRE FROt4 71E PROPOSED RAYGAP DC6-48-6O-RH TO THE PO�IIER CANNT�7 EROLNO DAR. &RG" PER Fv"AGTU�S 5PECIFIOATiONS, LJ PRC1P09 D 1r2 Ak6 STRANDW GREEN IN5ULATED COPPM WIRE I"THE PROP05 7 POPER GA51 ET- TO THE E-XIST1149 6RCLIND R1N6. 6PO" PER MAA)FAGTURMS 5PECIFI0ATIOt15. EX15TINS AT41 CONCRETE PAD rM- PROPOSED -4bV 1 DG POKR 4 BATTER CABUET �l PROP05W P.AYCAP DC6-d8-6O"7m IN51DE NEIL -OV POH R GAB]NI r PROP � W� I MOO) rte+ 3 O 3 Sr.ALF- 1" = 5' ® PROPOSED 02 A^I'a STRANDED &RUN INSRATM COPPER MIRE FROM THE PROPOSED RPLELL CABINET TO THE FAY11-16 MAIN C-RO HD 8186. CROWD PER MANJFACRR.ER5 SPEC4FICATIONS. GOND ALL STEEL POSTS FOR ICE BMP6- 4 H -FRAME P T11 02 105 SOI..ID BARE TI*B) COPPER VWE 051W EXOTHERMIG WELDS AT 6' ABOVE 6R.AVE OR FO IDAT10K W[CHEVEz 15 1116 ER. APPLY COW-GALV AFTERAkRP. ExOpfRHIGALLY PELD OTHER END OF LEAD TO PN51I45 EwinENT GRAND RING. EX15TIVo RBS. 3106 CABINET (1400) I. pR,OPOSW 416 AIS STRAND 6REM IWM-ATM COPPER WERE FR04 THE PAOW0 RAYCAP GG5-46 Lv3� TO n -E SECTOR [ROUND BAR PER MANJFA�TURE7255Pf IFIGATION5- 2. PROP05W 46 AH'165TRANOW 6RIEW IW vUL.ATED COPPER HIRE FROM FAG41 l2PLI TO THE SECTOR SRWO BAR. &RC" PER MNWAGTLMRt %PEGIFICATIOHS. 3• PROPOS 7 96 AWG STRAF✓ W GRE -EUI IWALAT1D COPPER WIRE FRDM THE TMA5 TO THE 56GTOR &RaA0 DA, BXISTINS RBS 21O6 GASItET (850) UTILITY H -FRAME EXI5TIN69 AT4T TELCO CABINET F-X15TIN6 RBS 2106 CABINET EXISTING RBS MOO) 5106 CABINET (650/1400) 1 + 4 5 EA511W AT4T 4 POHER METER 2 ° EXISTING AT&T AG PANEL 4 GEN P1UG ti+, ROPO`>£D RB5 6601 MAIN UNIT 105M r + t NEW AT4 T LTE CABINET WNTED ON + LH15TFW ON BA5T1W ICE BRIDGE "T5. 115TALL A IS' X IS' J14GTION r� 'tip BOX UNDER THE LTE CABINET. f ` Ex1ST1N67 AT4T ��- ` FIBER TELCO CABINET FA5TIw CfW2RATOR EX(5TIN5 AT4T PAD n p D n ICE &RIDGE MP) GROUNDING 51TE PLAN 5GALEi I' = 3' 0,136111`121Y2 NOTE -5 I. ALL 6RMO ELECTRODE 5Y51045 4WA101% TELECO�St•UNICAi10N RADIO, LIC�fTCa P Top -TIN AND AG PO N 6-51 SHALL BE BONDED TOGETHER, AT OR BE -01 C4R1 , BY TWD OR MORE GOF�E 6p DING COh�1GT0P5 IN ArCORDAtICE Wlrr! TFE H C AND AT4T NO-OOC11. 2.1HE waWn ACTOR 514ALL PERFORM IEEE FAL.-Or-POTaMAL RESISTANCE TO EARTH TEaT1NC7 SER Iffic 1100 NO 81) FOR GROUND ELECTRODEAC 5Y5Ta-*. TESTIA5 51WL-13E IN CORDANCE WITH SF'EGIFIGATION 24162-07O-3PrE000 1. LfSE OF OTKR MEMOS ")ST BE PRE-APPRaAD BY CONTRPCTOR IN VMTEtIG. 3. TIE -1HGONTR TOR 5RALL FURNI5M AND INSTALL %,p TTA_ C OLtO �E_TRO>� mfDE3i 70 ACJIIEY A TEST RF�}JLT OF 5 O11�t5 OR LE56. YF1?�1 ADDIfiG ELEGTRDDES, GONTRACiTORL- MA!{TAN A M[t1lM1M DISTAriLE BECYF?7 THE A77JcD O CTR THE AID ANN OTHER 'i) 5 MANGE , ELr3r TO D� 5WAL O TFE MR IED 1J?iSED LE�TN OFr2TH OF TF RADS. �tOA. 1P i1 Y. WNrP.AGTOR %FALL 5TRJ VE ION 4. 11E 9AXONTRACTOR 15 RE5v0 5jgCE FOR PROPERLY `, EGIW7 GRCVR01N5 AND WD87,6RaH0 C.OtWT INSTALLATION A5 TO PREEN AW L055 OF GONTTHUITY IN THE &RO IN6 SYSTEM OR DAMN TO THE CONOUIT. 5. tUAL CONDUIT AND TRAY %4AU 13E 6RO"M AND MADE 13.5GTRIGALY CONTINUQU5 KTHi LISTED f30NDIt#5 FITTEE7G5 OR BY BOHDIH6 ACROSS THE 015r TTIMITY WITH r6 A16 C.OPF�i KRE AND ITL APPROVED GROLUDIN6 TYPE CONVOIT CLAMPS Paz irFG AND AT4T NO -00071. =TOR, STRANDED COPPER MT WITH Gni [1&JLATION I5 TEED IN�MXOWANCE TH T}E W,: SHALL BE FJRHf ED NO INSTALLED KTH THE FCAN GIIRRa'Ts TOS BT5 EG411PMEIT. T. GOlat-rTION5 TO THE GROUND HUS %ALL- NOT BE DOIJBLED UP OR STACKED. BACK-TO-BACK CON11E(,T10N5 ON OPPOSITE SIDES OF THIS GRCQt0 E15 ARE PERMITTED. 6. ALUMINUM CORVXTOR OR COPPER CLAD STEEL CONDUCTOR 5NALL NOT BE USED FOR Cfza1 INC COMEGT10t6, 4, Irk OF 40' B@1D5 IN THE PROTECTION &ROLNDIWi COttiXTOR5 5HALL N AV010110 KEN 45' BENDS CAN BE ADMATi3Y SLpIpORTED. IN ALL GA5E5, BENoS.5HALL. EE MADE KTH A M911 1H BEND RADOS OF 8 IWAFS- 1O, Ep[.H IWEMOR BTS CAB41i=7 FRA1�JFi.ITMI SI-K.L 8C DIRECTLY COIAEGTED TO THE MA5TER GRCUIND BAR WITH 02 AWG 5TRANDIV, 6R�1 IwAtATE`Q gpFLB•ENTAL FW:PI.2W 6RU)ND WIRE5. EArH OUTDOOR GABIN1=T HZAFV-ftlNTH %IAL- BE DIRECTLY GOtIh. TED TO THE DAE] &ROUND RING WITH r 2 A S, %01.10 TIN PV1TEi3 COPPER WIRD. II. W.T. EXTERIOR 69Z%o WRVXTOR5 BE 3*FN EG APEENT/gym SAR5 AND THE GROUND NW,W-L BE 02 AWG SOLID TIN-PLATED COPPER ERILCE'a OiHERKSE INDICATED. 12. LXOTIRMiG KLD5 SHAL ALL BE USED FOR L 5R0'VDIN6 COtL'EGTIONS DaL 6RADE. COHO LTHONS TO ABOVE GRAVE;13 EXTERIOR LUT5 WALL BE MADE WITH EXOTHERHIG VELDS WH6t= PRACTICAL OR W]TH1 2 HOLE H-6WICAL r(FE ORA% CONOGTORS KITH 5TANLE55 STEEL HARPR WZ, IWLWjI,* SET %PJ3,6. HIM4 PRff;9!�IRE CRIMP COtBEGTORS MAY ONLY BE LKAD WITH H'Mr Eit PE R M65 A FROM AT4T MARKLT REPREMATI VE. 13. FXOTHEFI MIG W13D5 WALL 9E PERMITTED ON TOWS ONLY WITH THE ExPRE56 APPROVAL OF THE TORR MAi4JFA'rF-BR OR THE CONTRACTORS 5TRU(,TLgZAJ- EW0 14. ALL WIRE TO WIRE 6RCUN0 COWEGTION5 TO THE INrc'REOR 6RGVND RN5 %HALL BE FORNE-D U51HS HIGH PRE55 CRIMP5 OR SPLIT BOLT cAWC-CTOR5 443ZE INDICATED IN THE DErAII5. 15. ON ROOFTOP SITES VHERE EyDTTERI'4IG WELD`' ARE A FIRE HAZARD COPPER C4WRE.55I0N GAP CONNECTORS MAY BE USED FOR 5GREY6 94ALL HE USE FOR C41EGTio" To ALL ROOFTCAL TYPE OP }t:�.LS7flItlEi SET T5 EaIPI+Ua AND STRUCTURAL Tm-. !b. TGE Bg1DGE BOIDifdS WOXTOZ5 �SKA L BE WT1fBZ46ALLY 50:tRED OR BOLTTD TO THE BRIDGE AND THE TOY♦F�L bROlRd7 BAR U511% TYYJ HOI MECHANICAL TYPE Epjk95 Co t.ECTOR5 AND STAIN -E55 STEEL HAROKARE. ]I. APPROVE) ANTIOXIDANT COATINGS 6E, CONDUCTIVE 6E L OR PASTE) SHALL BE U5ED ON ALL COMPRE�ION AHD BOLTED GROUND CO NECTION5. [8. ALL EXTEROR GROUND COAEiT1oN5 SRALL. BE COATED WITH A CORROSION RE515TAHT MATH ELL. i4. M15GFiLAPE0U5 U115r TRICAL AND NON$ECTRIGAL METAL BOXES, AND SUPPORTS %HALL BE BONDED TO THE 6ROUND RING, IN MCOWA CTE VM THE NEC. 2o, BOND ALL META LIG o5.bGT5 WITHIN 6 FT OF THE BURIED GROUND MW WITH 2 SOLID AWG TIN-PLATED COPPER 6R011liD GONDUC,TOR 21. &ROUND COImTOly U5M IN THE FACILITY CRO" AND L16HTNINS FH.'.OTEGTION 5Y511345 SHALL t40T BE RGVW TVFJXkSH METALLIC oD EGT5 THAT FORM A RING AROLtO THE GONlri1GTOK SUCI1 AS t TALLIG Cr. KoU1T5, METAL, SUPPORT CLIPS OR 9-aVE5 RFD" KkLLS OR FLOC�. �" IT 15 REWIRED TO MVN-FETA IG K,s,TE Zf vJC" A5 p VG P[ C C/Otd3UIBE HOLD IND. H ERE USE OF !pTAL C.OtEff CODE l 15 WAVQ REKNTS OR LOCAL IONS NON+vTAZiG CONDUIT PROH[BITEO BY LGCCAL GGFf) THE 6RCUNP CONOUGTOR %A.L BE: EONDW TO EACH END OF THE= VUA- CfiND11T WITH LISTED DOt19EH 5 FITTEN65. 22. GROLND AL RF EGIJJKINi INCLUDING BUT NOT LIMITED TO COAX, DIPLE>jR5, %RCE ARRE5roR5, TMA',,, ANTE", 4 ANMM MAST$ PER. NEG AND AT4T ND -00011. Ila AZN i ■ NRE' E ` s L No. 14904 �� l o - 30 MANSELL CT SUITE 103 ROS WELL, GA 30076 676.250.2325 Fib R] 301 J IL W Z ♦d z m O cc M9 OE9(taED SST = DUM 5MT pm I im r WON I E,m3 PROP05M ANTENNA MAST PROPOSED PJW PROPOSED RRUrPANEL ANTENNA PROP05M RAYCAP CABLE 6R0UNDING KIT W#6 AM 5TRANDED 6REEN V�ATR43ZPROOFINS )IW%L.ATW M`PJ (WR 65M COAX ONLY) `E X15TIN5 SECTOR 6RDM BAR EX15TIN6 6RG" BAR AT BA5E OF TORR (COAL( CABLE ONLY) COAXIAL CABLE EAs'nN5 6Ram BAR AT TO ANTENNA (69M o. K>�JIPGAiJIN>=T OR alf"51'DE OF 5HEiTEit (COAX GABLE ONLY) Norm, 1. GABLE 6ROUNI? KIT AT PROPOSeD ANTENHA TO BE HOW= KTHIk W OF G04I£CTIom To ANTENNk 2. CARR 6RaW KIT AT BA5E OF TOFF TO BE KXKtW HTHIN 38' ABOVE Y149RE TIE CABLING BENDS AWAY FROM TIE TOWN GROUNDING 5GHEMATiG POR PAS TIENM5 NOT TO SCALE 5/6' 0 5TAINLE% 5TH BOLT RAT WAS!432 6RaW LW / \—I Lnr wASHFR LCC,OIMTOR 6ROUND BAR OR LOCK YIWER ELAIPMERr NTf MEGHANtGAL GROUND CONNECTION NOT TO SCALE qu TO ARTERIA �V5ZPRDOFIN6 KIT )AX CABLE 6 LLMN6 AMP KIT W6 STRANAD COPPER M C 4=TOR N--/ CABLE TO RBS Ii4ff-at I. DO NOT INSTALL CABLE 6ROUND KIT AT A BEND. 2. ALWAYS DIRECT 6ROUND WIRE WHIN TO 6RMV BAR 5. 6RC"IN6 KIT 4 WEATMZ PROOFING KIT SHALL EW- TYPE ETYPE 4 PART # AS %4' lg) OR REGONtI DED By CABLE MAMIFACTURM COAX GABLE GROUND KIT NOT To SCAM MOUNf1NG BRAGkET IWAATOR HOLES o ° o AW 0 0 0 0 ° o a°° 0° 0 0 0 0° 00 0 o 0 o ° o COPPER �, V4'x4'xL I774E CADFIELD TO 6R011ND caw" oN y) RING NOTE, L - AS RWRED FOR ALL WRVOO I N5 PLUS SODS FUTURE CAPACITY. r,ROUND BAR RETAIL NOT TO SCALE E06E CADHID caw—nON (17m) P1000 1-516' 05TW GUT AS W -MIRED "J PIR FDOZ 55CORM TO Lt r,mri WITH K&+WAGTIIRERS 5LMIED NARDYIARE ("J— M5/a' DIA. HILTI Kqr, BOLT II WITH COWLER f MOC-R+.5TAIOARD 318` DIA. wry 4 WASRS y m V V ■ me DIPLEXER GROUNDING DETAIL5 NOT TO SCALE ARRESTOR ----C*W:i,TIOH PER t'I4WA(,TWB7 5 IFICATIONS 9I-TuR CEILI145 OR ICE BRIDGE 5/6' DIA, ALL THREADED ROD, GUT• FW TO REQUIRED LE 57b MFJ PROVIDE Mn / Kk%IER5 TOP 4 BorToM (TYPJ CONW�TTOH PER. MAWFACTIIRER5 5PECIFICATION5 46 AW* STRANDED C-PZEN INSULATED COPPER WIRE TO 6RmND BAR (TYP) Ob ANS STRANDED 6RE.EN INA.iATED COPPER WIRE To oRa m BAR "I NOTE. ON mwoRTE-5, �I NO AT EACH SIHE�ENO 513R61 ARE-5TOR GROUNDING DETAIL5 NOT TO SCALE * '*'* No. 14904 ?0cG 30 MANSELLCT SUITE 103 ROSWELL, GA 30076 678-280-2325 ME1 Dmm 5MT awl+: SMT OfEOM. PWM roe 1: 1N15051 E-4 Parent Parcel As Per Deed 11111 Part of the Northeast, Southeast, Section 4, Ptawki County, Arkansas; more partioularly described as commencing at the Northeast corner; of said Northeast Southeast, thence South 378.5 feet; thence West 363.4 feet to the Point of Beginning: thence continue West 280 feet; thence North 213 feet to the WSouth right–of–way Line of U. S. Interstate Highway #30; FOUND 1/2" REBAR thence Northeasterly along said right–of–way 220 feet; thence South 15 degrees, 30 minutes East 334.9 feet to the Point of Beginning. Containing 1.310 ages more or less. 0' 40' 80' �Bp Legal Parcel As Per Deed of Part of the NE f4l SE X of Section 4, Township 1 South, Range SCALE: > " = 40' '30 cad it : �5 13 hest, Pulaski County, Arkansas, described as follows Commencing at the NE corner of said IVIS' 0 SE 9 , run thence 1 t South along the East Eine of said NE r4 SE Ye 378.5 feet; 92 thence West 572.72 feet; thence North 109.16 feet to the Point �g of Beginning, thence North 0 degrees .28 minutes 17 seconds ys East $0.0 feet: thence North 89 degrees 31 minutes 43 seconds West 40.0 feet; thence South. 0 degrees 28 minutes 17 seconds West 50.0 feet; thence South 69 degrees 31 minutes 43 seconds East 40.0 feet to the Point of Beginning. LES � 5$'g1 E SET 1/2' REPAR • -- S77'03'090 FOUND RIdHT OF tiAY MONUMENT PO WER POLE POLE �,x+:<<•,: t LIGHT SIGN 4 °c icF SLy ` : s WATER VALVE SANITARY SEWER JEAN 1I0LE--'* —M m 2 C e r A'` ' FRE HYDAEANT PEDESTAL M GRAVEL 8' WOOD FENCE ,5{89'3!"43"E 40.00' _ x 1� _ e'a - _ GAS METER— WA TER lfBTER DROP INLET GRATE-- �r Q t \ e N e SIGNATU!i,E c ti` a aj p .HANDICAP PARKING CONTROL POINTS w CONCRETE—CONC. q Q p �• '' GUY WIRE ANCHOR -3 a,--FOUND 318" REBAR '9g .r1�. `� � � � Y+*'T ��*c���L EXISTING HFRAMES POINT OF ICEEBRIDGE—EM B 'cNr -s �' ���► tyti d ► � � rye.], 'V w W re`���dOffllllfl;,� - a v x© • N b E UIF. fes• EP. FAD+ h� 0 I ^c o 1 LEASE LINE 206 ' 0 % 8910 39.6' NEW HFRAME TO PL NEW CABINET TO PL �p�"'� TOWER 205.7' K, W CA&MT TO P,_ • ', 196.2' NEW DC POWER TO EL� Z..) TP 03' CHAIN LINK FENCE39.8' L 0 49.5' NEW DC POWER TO PL 182.4' LEASE_ q e e 23.5' LEASE LINE TO PL 259.2' TOWER. FACE TO_PL > to 43.9' TOWER FACE TO PL E U P., NEW DC POWER 4 NEW CABINET --'EXISTING HFRAME Q4 NEW HFRAME--'x E P. EXISTING HFRAME x x DETAIL SCALE 1"=20' W W OF AUryo y sL KEEN FOUND RAIL ROAD 5�F1 �i € SURVEYING ler OUND RAIL ROAD $PIKD A wa LLCE t hk W sJ X89.01 ' 58"E 280.91" �• N LVO. 1549 SAS°�� 4hI � 4"114 N q a5 a x: n o w w w w w ,AKA ki ..,,,Prq lkeY+[