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HomeMy WebLinkAboutZ-6042-I MapI LOCATION MAP '� i±aluta3 E34 Blue Hill Sylua�Y.-yooii 'aes �I�� S "e w aE' ; ,r- to �sndlew Am tPy YfAcAl 8a Ir { Shin 11fia Carr►[ C. Aft15P3 � IIe- Matifndal - ` tth4 , Rbc_ a�Ys ri � rid �� • ,airvl i .. �' Gyln Sprl � eet ome le too .5[ AlexanSha vn . -r .'.....Hlls.j.•.. 1367 CopyrlghT.©1sP (j 1�8 8=2009 LITcf6softCorparatio,-andlor s Supp rs: F+1 r'r hts reserved. r" rte+Iri htsuiltq VICINITY MAP 10702 COLONEL GLENN ROAD Off 0 NAME / 516NATURE ~Irzuv' LAND OYN'R / TONR OPM AR 1523(�� -g2.3gq° Cluj, I? J � �W� � I PULASKI COUNTY ToKR OVER, Do 5goo BROKEN 5OUND PARKWAY m BOLA RATON, FL 33487 Capy�I ht @ and�l 868--2003 Idicrasaft CarparLnn andlar, 1 s;Svpp ers _f+1i ri hts reserv�ti. —�! �:,• r' TAKE BON{MAN ROAD SOUTH TO COLOK?:L GLENN TOAD, TURN LEFT ONTO COLONEL 6Ll=M ROAD. GPD55 1.430. T IJE 51TE ACGE55 DRIVE 15 AD -AGENT TO THE Of:FICE CENTER ON T14E Ltd=f ACRO55 FROM TALLEY POAP. THE TOYER SITE 15 AT TI -E ETID OF THE ACCESS DRIVE. 10702 COLONEL GLENN ROAD DEPARTMENT NAME / 516NATURE DATE LAND OYN'R / TONR OPM LONSITUDE, -g2.3gq° SITE AGWISITION ASW PULASKI COUNTY ToKR OVER, ZONINS / PEMTTINS ASE1T 5goo BROKEN 5OUND PARKWAY A4E MANA6f32 BOLA RATON, FL 33487 CA"TR ZTION MANAGER APPLICANT, AT6T MOBILITY RF ENOINEER 11005 W MARKHAM STRUT SITE NUMBER: AR1 523 SITE NAME: COLONEL GLENN PROJECT: LTE PREPARED FOR: t PROJECT MANAGER: Wks Tb WER r a a COMMUNICATIONS INC INC ,APPROVE-Cl.1ri,.! R-n1r t1 By PE Iirli:i PREPARED BY: Subj!2 rt L 1Y C _10N 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678-280-2325 TT E�TOAR AT TH15 SITE RE50ARES 5TRXUR.AL MODIFICAT€ON5 PRIOR TO THE PROP05M ItvTALLATION AC.GORDiHG TO THE 5TR11GTVZAL ANALYSIS PREPARED 8Y FDH EN61N?1�RIN6 FATED APRIL 5, 2012. PFZ0,E6TR, 123825E 51. RffiER TO THE TOYER MOD€NC ATTON DRAHMY5 BY OTHER5. PROJECT INFORMATION SITE ADDI 10702 COLONEL GLENN ROAD LITTLE ROCK, AR 72204 LATITUDE, 34.715050 LONSITUDE, -g2.3gq° ,1XWICTIONr PULASKI COUNTY ToKR OVER, 5DA TOS 5goo BROKEN 5OUND PARKWAY BOLA RATON, FL 33487 800-451-51TE APPLICANT, AT6T MOBILITY 11005 W MARKHAM STRUT LITTLE ROCK, AR 12211 PRO.EGT MANAGER, V E5TONER roRM11NICATION5 INC 4700 5" BO MAN ROAD SUITE 700 LITTLE ROCK, AR 72210 E MINEBe, PM4A 30 MM5EL.L COURT, SUITE 103 RO5WELL, GA 30076 PATRICK N MARSHALL, P.E. 678-280-2325 POPM, ENTERGY Taco, AT4T SCOPE OF WORK INSTALLL LTE EajpP - hlTHjN AN EXI5TING WRANNED TELECOMS VNICATIONS FACILITY. INSTALL NEI^l AND / OR REp,LAGa,Fff ANTENNAS AND LINA ON E.45TIM6 TOYER. CONNECT po ER AND TELCO TO EX15TIM ATT UTILITY SERVICE. DRAWING INDEX T-1 TITLE SHEET 4 PROJECT INFORMATION C -I GENERAL NATES G2 OVERALL 517E PLAN C-3 DETAILI D SiTE PL4N C-4 TOSR ELEVATION AND ANTENNA ORIENTATION � 140TES 0-7 LTE pLUMB1NG DIAC-RAM C-6 E-01JIFT4ENT PETAIL5 C-4 EMIS-E T DETAIL5 GIO E=CgI11PMENT PAD DETAILS E -I ELECTRICAL SITE PLAN E-2 ONE LINE DIAGRAM E�I5LN -4 6 N& EAI RFP51 xxxxxxxxxxxxxxxxxxXXXXXXxxxxx R1. CALL BEFORE YOU DIG ARKANSAS ONE -CALL 811 http://www.arkonecall.com/ 30 mANSELL CT SUITE 103 ROSWELL, GA 30076 678-280.2325 F b 11 IS 4AR KA 5 �, 1x9 * JT6 AL ,+ .rrc, a1�a� PNM G y JD. 1: W044 No. 14904 fit �ac c�� ,' To l - ._..,.,. Ill/o- GENERAL NOTE5-- 1, THE GENERAL. GONTRAGTOR MUST VERIFY ALL DIMENSIONS, Wi DITTON5 AND E.EVATION5 BEFORE STARTING NORK, ALL 015GREPANGIE5 5HALL BE GALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROGEEPI45 HETH THE NORK, ALL WOE -K SHALL B1= PERFORMED INA NORKMANLIKE MANNER IN AGCORDANGE NAIL AGGE TF -P CONSTRUGTION PRACTICES. 2. IT 15 THE INTENTION OF THESE DRANING5 TO 5H0N THE COMPLETED IN5TALLATION. THE CONTRAGTOR SHALL BE RuS,po, "BLE FOR ALL TEMPORARY BRAG1N5, SHORING, T1ES, FORM NOW ETC, IN AGGORDANCE WITH ALL NATIONAL, STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL WORK AND SHALL BE RE5POW15LE FOR SAME. ALL NORK SMALL BE IN AGGORDANCE YIITH LOCAL CODES. 3. THE CONTRACTOR SHALL USE ADEQUATE NA -B OF SKILLED HORKMEN NW ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFT5 AND "0 ARE GOIA9j:7-ELY FAMILIAR NITH THE SPECIFIED REMIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE NORK. 4. CON5TRUk-'TION GONTRACTOR ACRES THAT IN AGCORDANGE HITH 6ENERALLY ACCEPTED CONSTRUCTION FRAGTIGi-5, CONSTRICTION CONTRACTOR NILE BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 714E COURSE OF CONSTRXTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REGUIREMENT SHALL BE MADE TO APPLY CONTINIa5LY AND NOT BE LIMITED TO NORMAL HORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER A6RLE15 TO INDEMNIFY AND HOLD DE516N ENs1NE LER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN GONKIECTION WITH PERFORMANGE OF WORK ON TH15 PROJECT. 5. 51TF C -FR NDING SMALL COMPLY N1TH ATtT MOBILITY GROUNOIN6 STANDARDS, LATEST EDITION, AND COMPLY HITH ATdT MOBILITY 6ROUNDIN6 CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL &ROUNDING CODES ARE MORE 5TRINGENT THEY SHALL GOVERN. 6. ALL NOW 5HALL COMPLY KITH 05M AND STATE SAFETY RE&IRFMENTS. PROCI PURE5 FOR THE PROTECTION OF EXCAVATION5, E45TING CONSTRICTION AND UTILITIES SHALL BE E-5TABL19RD PRIOR TO FOUNDATION INSTALLATION. IF TEMPORARY LIGHTING AND MARKING IS REGURED BY THE FEDERAL. AVIATION ADMINISTRATION {FAA), IT 15 THE CONTRACTORS RE5P0N5IBILIiY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN TI -E EVENT OF A PROBLEM. 1. ALL NORK 5NALL BE AGCOMPL15HED IN ACCORDANCE KITH ALL. LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES. THE M05T 5TRIN&MT CODE WELL APPLY IN THE CASE OF 015GREPANGIE5 OR PIFFERENC£5 IN THE CoPf! REQUIREMENTS. 8. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. q, THE CONTRACTOR 15 RE5PON51BLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING IN5FE6TION DEPARTMENT TO SCHEPULE THE REQUIRE37 INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHALL BE GIVEN AND THE BUILDIN6 INSPECTION PE PARTMENTS HAVE REQUESTED THAT GROUPS OF THO, OR THREi SITES BE 5GHED ;= AT ONE TIME IF POSSIBLE. 10. CONSTRUCTION MANAGER HILL CONFIRM FAA APPROVAL OF TOVIER LOCATION BY 155UIN6 TONER RELEASE FORM. NO TOWER SHALL BE CON5TRUGTED UNTIL THE TONER RELEASE FORM 15 ISSUED TO THE CONTRACTOR. II. THE COMPLETE 610 PACKAGE INGLUDE5 TT4E5E CONSTRICTION ORANING5 ALONG NTH THE FINAL. RP DESIGN AND TONER STRIGTURAL ANALYSIS. CONTRACTOR 15 RE5PON518LE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. 12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN GONSTRUGTION LIMITS PRIOR TO CONSTRUCTION, 13. TTIE CONTRACTOR 15 RE5PON51BLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL Be MAINTAI Z13 ON THE POVIN5TREAM SIDE OF THE 51TE AT ALL TIMES. ANY DAMAGF TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. 14. CLEARING OF TRE>"5 AND VEG--E TATTON ON THE SITE 54OULD 6E HELD TO A MIHIHJM. ONLY THE TRFF5 NEGE55ARY FOR CON5Tr ACTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASE PROPERTY SHALL BE REWIRED BY THE CONTRACTOR. 15. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE 51TE SHALL BE INCLUDED IN THE BID. EXGE% TOP50IL AND UNSUITABLE MATERIAL SHALL BE DI5PO5ED OF OFF 51TE AT LOCATiON5 APPROVED BY GOVERNING AGENCIES PRIOR TO DISPOSAL. 16. SESDIN6 AND MULCHING OF THE SITE SHALL BE ACWMPL15HED AS 50ON AS POSSIBLE AFTER COMPLETION OF THE 51TE DEVELOPMENT. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF VEGBTATTON OVER THE 517E FOR A ONE YEAR PERIOD. 11. PERMITS, OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEEA INSPECTIONS, ETC. IB. RECORD DRANIN65- MAINTAIN A RECORD OF ALL GHANGF6, SUBSTITUTIONS BErmn NORK A5 SPECIFIED AND INSTALLED. RECORD GHA -e-5 ON A CLEAN 5ET OF CONTRACT DRAWINGS NHIGH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT, lei. THE CONTRACTOR SHALL V151T THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN THIS DESIGN PACKAGE. EXCAVATION I GRAi7IN6 NOTE -5: LEGEND I. ALL GUT AND FILL SLOPES SHALL BE 3 e I MAXIMUM. 2. ALL ExCAVATION5 ON NHICH CONCRETE 15 TO BE PLACED SHALL BE so5TANTIALLY HORIZONTAL ON X FENCE LWO157VRBM AND UNFROZEN SOIE_ AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND NATW- _ SS � CONTOUR LINE DE1ATERIN5 FOR EXOE55 GROUND NATER 5HALL 13E PROVIDED IF REQUIRED. 3, CONCRETE FOUNDATIONS SHAH -L NOT BE PLACED ON ORGANIC, MATERIAL. IF SOUND SOIL 15 NOT REAGHED EXCAVATToN DEPTH, THE UN5ATI5FAGTORY 501L SHALL BE EXCAVATED TO ITS FULL - - - - PROPERTY LINE / RON AT THE DESTGNATEi7 PEPTH AND EITHER BE RE=PEALED KITH WECHANIGALLY Gfl,, PAGTED GRARJ AR MATERIAL OR THE EXCAVATION f � LEASE AREA BE FILLED KITH CO.IGRETE OF THE SAME CUALITY SPECIFIED FOR THE FOUNDATION. , _ _ EASEI,IENT 4. ANY EXCAVATION OVER THE REQUIRED DEi7TH SHALL BE FILLED KITH EITHER MECHANICALLY COMPACTED CRUSHED? EP DI5CONNEGT SNITCH GRANULAR MATERIAL OF CONCRETE= OF THE SAME GLIAL TTY SPECIFIED FOR THE FOUNDATION. STONE MAY BE USED TO 5TAE31LIZE TE4E 30-1 TOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE O METER USED AS COMPILING CONCRETE THICKNESS. 5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELON GRADE=, ARD BEFORE BACK CIRCUIT BREAKER FILLING, ALL EXCAVATIONS SHALL BE GLEAN OF UNSUITABLE MATERIAL SUCH A5 Ve&UATTON, TRA5H, DEBRIS, O CODED NOTE NUMBER AND 50 FORTH. 6. BACK FILL SHALL BE= - APPROVED MATERIALS W.149[5T[NG OF EARTIi, LOAM, SANDY CLAY, 5AND, GRAVEL, OR SOFT SHALE; � CHEMICAL GROUND ROD - FREE FROM CLODS OR STONE" -r..- OVER 2-1/2' MAXIMUM DIMENSIONS; C,Rp�p ROD - IN LAYERS AND COMPACTED. ® GROUND ROD NiTH INSPECTION SLEEVE 1. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6' DEBT' BEFORE LAYER SHALL BE 5PRINKLED IF RHOUIREP AND COMPACTED BY HAND OPERATED OR GADNELD TYPE GONNEGTION COMPACTION. EACH MACHINE TAMPERS TO q5% OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE CONTENT 32% AS DETERMINED O COMPRESSION TYPE CONNECTION 6Y A5TM DE5I6NATION P-690, URL.E55 OTHRWISE APPROVED. SUCH BACK FILL SHALL NOT Be PLACED BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE. G GROUND HIRE 8. THE FOUNDATION AREA SHALL BE GRAJDEP To PROVIDE NATER RUNOFF AND PREVENT NATER FROM 5TANDIWo. THE FINAL GRADE SHALL SLOPE ANAP IN ALL DIRECTIONS FROM THE FOUNDATION AND SHALL THEN BE COVERED NITH 4' ;JEEP COMPACTED STONE OR GRAVEL. q. CONTRACTOR SHALL PROVIPE ALL EROSION AND 51DIMENTATION WWROL MEAWRE-5 AS REQUIRED BY LOCAL CITY, COUNTY AND STATE CODES AND ORDiNANGE5 TO PROTEGT EM[3ANKMENT5 FROM 501L LOSS AND TO PREVENT AC a- ULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THIS CONSTRICTION AREA. THIS MAY INCLUDE SUCH MEA5UREL5 A5 51LT Fr';ES, 5TAN BALE SEDIMENT BARRIERS AND CHECK DAM5. 10. FILL PREPARATIONt REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, NET AND UNSATISFACTORY 501L MATERIALS, 0B5TRUGTION5, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PI AGINS FILLS. PLON STRIP OR BREAK UP 5LOPED SURFACES STEEPER THAT I VERTICAL TO 4 HORIZONTAL 50 FILL MATERIAL WILL BOND WITH EXISTING SURFACE. MEN EV06RADE OR E:XI5TING 6RL"0 SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REGUIRED, FULVeqJZE, MOISTURE-OONPiTION OR AERATE SOIL AND RECOMPAGT TO REQUIRED DENSITY. 11. REPLACE THE EXI5TING FEARING SURFACE ON ARPA5 MACH HAVE BEEN DAMAGED OR REMOVED DA1NG CANSTRUGTION OP'Rc AT]OI,& SURFACE SHALL BE REPLACE TO MATCH EXISTING ADJACENT SURFACING AND SHALL BE OF THE SAME THICKNESS. HETI SURFACE SHALE_ BE FREE FROM 6ORRWATIONS AND NAVES. EXI5TING SURFACING MAY BE EXCAVATED SEPARATED Y AND RS U5ED IF lNJURloU5 AMOUNTS OF EARTH, OR5016 MATMAL, OF OTHER DELETERIOUS MATERIALS ARE RE MOVED PRIOR TO REUSE, FURNISH ALL ADDITIONAL RESURFACIN6 MATERIAL A5 REGUIRED. BEFORE WIRFACIN6 15 REPLACED, SUBGRADE 94AL-L BE &RADED TO CONFORM TO REGUIRE D SUBGRADE ELEYATIO,N5, AND LOOSE OR DISTURBED MATERIALS SHALL BE TMROUGHLY COMPACTED, DE PRE95IONS IN THE SUB&RADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. 9J9FAGING SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE. 12. PROTECT EXI5TING 5I�ACING AND 51-06RADE IN AREAS "ERE EQUIPMENT LOADS "ILL OPERATE. USE PLANKING OR OTHER 51JITABL-E MATERIALS DESIGED NTO SPREAD EGUIPMENT LOADS, REPAIR PAMAC7- TO EXESTIN6 GRAVEL 5URFAGING OR aWAZADE N&ERE SUCH DAMA6E 15 DUE TO THE CONTRA(TOR'5 oPERATION5. DAMAGED GRAVES. 5URFAC€N6 SHALL BE RESTORED To MATCH THE AD -AGENT UNDAMAGED GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS,. 13. DAKAGE TO EMSTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTORS NEGLIGE NGE SHALL BE REPAIRED / R.EPLACED TO oMER"5 SATI5FACTION AT CONTRACTORS EXPENSE, 14. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER 50 AS TO AVOID IN7E2IRUPTIONS To PROPERTY ONNEW5 OPERATIONS, 15. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 16. RIPRAP SHALL BE CLEAN, HARD, SOUND, I7JRA13M UNIFORM IN QUALITY, ANO FREE OF ANY DETRIMENTAL THIN, OR LAMINATED PIECES, Di51NTBORATED MATERIAL, ORGANIC QUANTITY OF SOFT, FRIABLE, ELON&ATEA MATTER, OIL, ALKALI, OR OTHER DELETERIOUS 5U35TANOE. �f�rrrrr TE Q F ARKAN '. RE 5 R G 5 L No, 14904 CCF;;%', - 4_ o � F .41 30 MANSELL CT SLJITE 103 ROSWELL, GA 30076 678-280-2325 Fib N Q Ns oe wa. XG DRAWN: .TTG oum: PWM aoB 1: WT04q a C.1 FRVw05F-i] RAYGAP DG6-48-60-RM IN51DE NEN -8V PONER CABINET PROPOSED AT4T CONCRETE PAD INSTALL ROSE]NDEIZ65R 4' 4 GABLE ENTRY BOOT IN PROPOSED CABINET PART# GX401-E3I10118 CO 3 G PRIG SG 3 O 3 SCALE: P = 3' PROPORD RBS 6601 MAIN UNir ti 5 NEW AT4T LTE CABINET MOUNTED ON N-FIWe INSTALL AIB' X IS' .UNCTION BOX UNDER THE LTE CABINET, EXI5TIN6 MONOPOLE PROPOSED RDSE 9ER6ER (2) TRUNK PC POKER GABLES AND (1) TRUNK FIBER GABLE EXISTING AT4T TELCO CABINET I EXISTING TOVai FOUNDATION 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678-280-2325 EXISTING ` RBS 31106 RB5 2106 CABINET CABINET 1 �� UMTS 1400 UMT5 850AI00 t t I POKER METER AT4T TELCO GABINET DETAILED 51TE PLAN 5GALEi V = 5' P G� * Tk No. 14904 Z L) C z 5 Id N IW-' H In J EXI5TIN6 Q W RBS 2106 • .• DEMM JTG MWN; JTG a+Ea® CABINET CSM 850 ' •� WT044 F EX15TIWI RB5 2106 CABINET 65M 1900 I 1 PROPO55M AT4T IQ ICE BRIDGE m_ o I 1 c� EXI5TIN6 AT4T CONCRETE PAD EXISTING ` RBS 31106 RB5 2106 CABINET CABINET 1 �� UMTS 1400 UMT5 850AI00 t t I POKER METER AT4T TELCO GABINET DETAILED 51TE PLAN 5GALEi V = 5' P G� * Tk No. 14904 Z L) C z 5 Id C-3 N IW-' H In J Q W O DEMM JTG MWN; JTG a+Ea® Pm ' we J. WT044 C-3 T f To -ER AT THIS SITE REWIRES STRUCTURAL MODIFIGATION5 PRIOR TO THE PROPOSED INSTALLATION ACCORDING TO THE 5TRIIGTURAL ANALY515 rREPALRED BY FDH ENGINEERING DATED APRIL 5, 2012, PR.OJBCT#, 12-03B25E 51. REFER TO THE TONR MODIFICATION DRAYIING5 BY OT}E25, PROP, L' WA -4 ---GABBIER'.- i (TTP) LTE ERICSSON TP - I PROPOSED OR) 4 PROPOSED AUT NTE NNAS (TYP) y TONER ELEVATION NT5 CARRIERS i (TYP) MONOPOLE YP) E A EXISTING AUT ANTENNAS FOR 65M 4 UMT5 TO REMAIN (TYP, - 2 PER SECTOR) EXISTING AUT ANTENNA MOUNT EXI5TING ANTENNA ORIENTATION NTS PROP05ED AUT LTE RAYGAP DCh-4t�GO-Ib-BF y EX15T116 ATIT ANTENNAS EXISTING {I FOR 4 Uh4T5 TO REMAIN TON®2 (TTP. - 2 PERSECTOR) PROP05M AUT POHERYNAVE P65 -16 -XLH -RR ANTENNA FOR LTE I Pet SECTOR) PROP05ED ANTENNA ORIENTATION NT5 7HE�t�,fOUPITING DETAILS SROM ON THIS Siff ARE TYPICAL INSTALLATION DETAILS THAT MAY NOT YiORK ON ALL SITES, PM4A YNAS NOT rWAPED V41TH AN ANTENNA MOUNT MAPPIH5 R TORT. PMIA HAS NOT PaWVRMED A 5fWUCTI1FX EVALUATION OF THE EXISTING AMT NNA MOMS). e� .. 9 I o 30 MANSELL CT ` SUITE 103 1 ROSWELL, GA 30076 678.280-2325 r L�E 4 2 ! z 2Q 01- aW I jo Ul WW FQ N9 oma+er. JTG i oW:JTG 1 CHEO: PW 1 aoe h WT04q L�E ALPHA SECTOR BETA 560TOR POSITION 5 P051TION 5 LTE ANTENNA "i RET GABLE RET GABLE (Mi (n'PJ RET CET 1/2' COAX JAl IBER (TYP) 100Mhz AWS IOOMhZ �A {U ERIG55ON 51NGLE PAIR DG POWER GABLE (T(P) RAYCAP DG SURGE RAYGAP DG SURGE ALARM CABLE --,, ABLE FIBER PASS�THRU FIBER SUPPRESSION IT �Tf1RU (TYPE PARTH Dr,2-46-60-0-aE Pis.RT-A m2-4,5+0-0-6 (2) ROSENBERC-EIR 51NGI-E ---J— PAIR POWER GABLES PART# WR W025T-BRDA AND (2) ROSENBERGER SIN5LE PAIR FIBER GABLES PART# FS -0813-005-5000 n) RAYGAP FIBER f DISTRIBUTION AND DG SURGE SUPPRESSION UNIT PART# DC6-48-68-18-81F (1) R75_ amclB2 0) PAIR PONS GABLE ((6) 8AW6 TINNED 001 P CONDUCTORS) 5HF1.TEWCASINET EXTERIOR n) RAYCAP 00 5FOE PROTECTOR PARTSI 00I2 -48.60 -RM TO BE SNARED FOR V45 4 LTE ALARM GABLE TO ALARM BLOCK RAYGAP DG SURGE �� PROTrGTOR (6) 20 A DG BREAKEP5 FOR RRUS AND (1) 15A DO� -48V DG BREAKER FOR THE MU BREAKER PANEL LTE PLUMBING DIMRAM NT5 GAMMA SECTOR POSITION 5 CONTRACTOR SHALL IMPLE14EIT THE APPROVED AT4T CSRF INSTALLATION HfN POSSIBLE, THE PLUMBING DIAGRAM SROM ON TH15 SHEET 15 ONLY VALID WEN GSRF 15 NOT REQUIRED. (TYPICAL EACH SECTOR) ■r _mlm {I) SINGLE PAIR FIBER CABLE (TYP) RAYGAP DG SURGE SUPPRESSION UNIT W/ FIBER PASS THRU 5UPeE PROTECTION SHOULD HE INSTALLED WITHIN WTH DG2�8- iO-O-9E 15` OF THE Mt j PER ATI T OUIDatNE5. THE V DG2-48-60OAE UNITS SHOW IN TH15 DIAGRAM ARE NOT REQUIRED IF THE DL6-48-6O-18-8F m 'SQUID' IS LOCATED WITHIN 151 OF THE RRUlo. o (TYPICAL EACH SECTOR) W ROSENBER6M SINGLE PAIR PONER GABLES PART/ SNR Vb82ST-BRDA AND (2) R05E1:9ER9ER SIN6LE PAIR FIBER CABLES PART# FE3-L485-005-5000 �(I] R055150R&ER 0) PAIR POY82 CABLE (0) 8AW6 TINNED COPPER CONDUCTORS) �- (U Rommmuy- FIBER CAME 'A-DQ(ZW52Y75OON' n2) PAIR FIBER TRUNK SFS-TER/GABINET INTERIOR LTE RBS 6601 MAIN 13AS®AND UNIT Enods B FIKR TO SIAD r 0 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678-280-2325 1©E a ei 0 C=7 2 a V a m o � z �l m J 10. W J �4 omctffn: JT6 DRMK' JT6 C1ffC1E.D PWM im t W049 C=7 HANGER ADAPTER GI ROSENBERGER PART GX608-HAOIII OR EC SNAP -IN HANGER, ROSENBERGER PART NO. TH495-126-IB OR EQUIVALENT 5NAP-IN HANGER, ROSENBERGER PART NO. TH4Q6-DGII4 OR EQUIVALENT HANGER ADAPTER GROMMET, ROSENBERGER PART NO. CX608-HA0I20 OR EQUIVALI SNAP—IN HANGER DG GABLE BUNDLE �11 Ku'RuguM W, NOTES - 1. E ,I. REFER TO J5A DOCUMENTS FOR EXACT GABLE NUMBER AND MANUFACTURER SPECIFICATIONS FOR PROPER 6ROMMET5 AND HANGERS TO SUPPORT THE FIBER AND DG GABLE BUNDLES. 2. REFER TO 5TRUCTURAL ANALY515 FOR EXACT GABLE ROUTING AND MOUNTING CONFIGURATION. HANGER ADAPTER GROMMET DETAILS NOT TO SCALE 2'-b' WATERT!GHT ENDGAP (fy-FJ- 4' DIA. X I' LONG, SGH. 40, GALVANIZED SUPPORT PIPE (TYP) PI000 UNISTRUT ATTACHED TO SUPPORT PIPES WITH STANDARD PIPE CLAMP5 OR U -BOLTS (TYP) AT&T LTE CABINET PROVIDE STANDARD UNISTRUT GAPS FOR ALL EXP05ED EN05 (TYP) PROPOSED HANGER BRACKETS FOR GABLE ROUTING (MOUNT ON SIDE OF H-FRME CLOSEST TO ICE BRIDGE) 9' .15' N PROPOSED 4' DIA. SCH. 40 SUPPORT PIPE v 12'xl2'xl/2' PLATE WITH (4) qA(2' HOLES BA5E PLATE DETAIL NOT TO SCALE 51DE VIEW p. �r 0 30 MANSELL CT SUITE 103 ROS WELL, GA 30076 678-280-2325 18' x 18' J .UNCTION BOX 4 PROPOSED 12'xl2'xl/2' W PLATE ATTACHED WITH (4) 1/2' HILTI KWIK BOLT II, N d 4- MIN, EMBED. (TYP) lei EXISTING !^ W GONGRETE PAD � FRONT VIEW 9' .15' N PROPOSED 4' DIA. SCH. 40 SUPPORT PIPE v 12'xl2'xl/2' PLATE WITH (4) qA(2' HOLES BA5E PLATE DETAIL NOT TO SCALE 51DE VIEW p. �r 0 30 MANSELL CT SUITE 103 ROS WELL, GA 30076 678-280-2325 J 4 W N d lei W � d ,. j•{ A 7 E 0 F ARKAN 9 I � I * R I S DED: ESIGNw": JTG P F I JTG PWM 1 CHECKED: Coe is W049 No. 14904 Cw8 `� PROPOSED UNIVERSA' ^" ADAPTER KIT E THREADED FIELD LOCATE A5 REI PROPOSED LTE (11 PROP05ED UNIVERSA ADAPTER KIT 1 THREADED FIELD LOCATE AS REI LTE RRUS-II MOUNT DETAIL NOT TO SCALE PROPOSED ANTENNA MOUNT PIPE (TYPJ PROP05ED 2-9/B' O.D x 6' LONG RRU MOUNTING PIPE (TYPJ PROPOSED LTE ANTENNA AND DOWNTILT BRACKET I`fYPJ PROPOSED RAYCAP' DC6-45-60 OVERVOI PROTECTION UNIT PROP05ED RAYCAP BRAG PROPOSED BASE POF PROPOSED RAYCI SUPPORT HARM 4 THE MOUNTING DETAILS SHOJ*4 ON THIS SHEET ARE 30 MANSELL CT ' ! TYPICAL INSTALLATION DETAILS THAT MAY NOT SUITE 103 WORK ON ALL SITES, PM4 A WA5 NOT PROVIDED ROSWELL, GA 30076 rH AN ANTENNA MOUNT MAPPING REPORT. PMiA 678-280-2325 ! ,5 NOT PERFORMED A STRUCTURAL EVALUATION THE EXI5TIN6 ANTENNA MOUNlW, I EXISTING MONOPOLE TOWER (TYP) I SECURE RAYCAP MOUNTING } BRACKET TO MONOPOLE FACE WITH VALMONT STAINLE95 STEEL BANDING STRAP (PART 0811(29) AND TENSION BUCKLE5 (PART I pB1110) OR STRUCTURAL EQUIVALENT (TYPJ MONOPOLE INSTALLATION PROP05ED RAYCAP '5QI11D' DC6-48-60-I8-51` OVERVOLTAGE PROTECTION UNIT (TYPJ PROP05ED RAYCAP MOVNTING BRACKET (TYPJ PROP05EP RAYCAP BASE PORTS) (TYPJ PROP05EO RAYCAP GA9LE SUPPORT HARNE55 (TYPJ TOWER LEG OR PIPE MOUNT INSTALLATION RAYGAP SQUID MOUNT DETAIL NOT TO SCALE TOWER LE6 OR STANDOFF MOUNT TUBE MEMBER. REFER TO TOWER PLAN FOR SITE SPECIFIC LOCATION (TYPJ SECURE WITH RAYCAP PIPE MOUNTING HARDWARE SUPPLIED WITH BRACKET (TYPJ REGIATE, * yk * No. 14904 Ip C C go DEsMa1FD JTG DRAWN: JTG CHECKED PWM doe 1: WT049 2CM9 6' THICK 3000 P51 MIN. SITE GAST CONCRETE SLAB WITH LIGHT BROOM FINISH ON TOP FACE. PROVIDE 3/4' CHAMFER AT ALL EXPOSED ED6E5. FIELD VERIFY DIMEN51ON5 WITH SLAB EXPANSION REQUIREMENTS (TYPJ CONFLICTS PRIOR TO CONSTRUCTION [TYPJ. :CONTRACTOR SHALL PROVIDE 1/2' WIDE PULL DEPTH FIBREBOARD EXPANSION (TtPJ.. 5LAB EXPAN51ON DETAILS NOT TO 56ALE REINFORGED GONGRETE NOTE51 I. ALL CONCRETE YORK SHALL BE IN ACCORDANCE WITH THE AGI 301, AGI 310, AGI 936, A5TM A164. ASTM Al B5 AND THE VE516H 4 CONSTRUCTION SPECIFICATION FOR CAST -IN-PLACE CONCRETE. 2. SITECA5T CONCRETE FOR SLABS AND P05T FOOTINGS SHALL HAVE A MINIMUM COMPRE551VE STRENGTH OF 3000 P51 AT 26 DAYS. CONCRETE TESTING 15 NOT REOUIIZED FOR SLABS AND P05T FOOTINGS UNLESS NOTED OTHERWISE OR REQUIRED BY THE JIR15010TION HANINO AUTHORITY. SLUMP - 4' MIN. / 6' MAX. AIR ENTRAINMENT - 2% TO 3% BY VOLUME CLA55FS OF CONCRETE 26 DAY MAX PLACEMENT NOTES CLA55 STRENGTH WATER/CEMENT LOCATION (P5v RATIO TYPE I 3000 055 SLABS 4 P05T NORMAL HEIGHT FOOTINGS TYPE III' 5000 0.45 5LA55 4 P05T HIGH EARLY FOOTING5 STRENGTH IF REQUIRED BY THE CONSTRUCTION SCHEOWE THE CONTRA(TOR MAY SUBSTITUTE TYPE III HIGH EARLY STRENGTH CONCRETE WITH THE APPROVAL OF THE CONSTRUCTION MANAGER, 3. REINFORGIN6 STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AIB5 NELLDED STEEL WIRE FABRIC UNLESS NOTED OTHEW"i1SE. SPLICES FOR REBAR SHALL BE CLASS 'B' AND ALL HOOKS SHALL 13E STANDARD, UNO- LAPS FOR HEWED WIRE FA9RIG SHALL BE AT LEA5T 6 INCHES: UW - 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLE55 5HOWN OTHEM5E ON DRAWINGSi CONCRETE CAST AGAINST EARTH ...........................................3' CONCRETE EXPOSED TO EARTH OR WEATHER 06 AND LARGER.......................................................................2' 05 AND SMALLER 4 PqYi.F............... ................ .... ....... .......... I -V2' 5. MAXIMUM COARSE AGGREGATE 51ZE SHALL 13E 3/4', 6. MAINTAIN THE 'TEMPERATURE OF GAST IN PLACE CONCRETE AT BETWEEN 50 AND qO OEGREES FAHRENHEIT. IF COLDER OR HOTTER CONDITIONS EXIST, THE GONGRETE MIX DESIGN SHALL BE AD WTED ACCORDINGLY. 1. DO NOT USE RETEMPERED CONCRETE. 6. IN51ALIATION OF CONCRETE ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S HpITTEN 5PEGIFI6ATIONS. THE ANCHOR BOLT, DOPEL, OR ROD SHALL CONFORRI TO THE ANCHOR MANUFACTURERS SPECIFICATIONS FOR MATERIAL STRENGTH, EMBEDMENT DEPTH, SPACING, AND EDGE DISTANCE OR AS DETAILED ON THE DRAWINGS. NO REBAR SHALL BE GUT WITHOUT PRIOR ENGINEERING APPROVAL HIEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSETIREDHEAD, HILTI, OR APPROVED EQUAL. IF THE MANUFACTURERS SPECIFICATIONS AND DETAIL5 ARE FOUND TO CONFLICT SMITH THAT 5HOP91 HEREIN, THE ENGINEER SHALL BE NOTIFW IMMEDIATELY. q. THE CONTRA(TOR SHALL VERIFY FROST LINE AND FOOTING DEPTH REQUIREMENTS WITH THE MSDICT[ON HAVING AUTHORITY PRIOR TO CONSTRUCTION. ARKANSAS REG[ T o L N IN No. 14904 �L 1/'D r��''o- P" 30 MANSELL CT SUITE 103 ROS WELL, GA 30076 678-280-2325 I U. I I I 1 _i r .a to J a f W 0 0 a CL z W d d W to nEWD. JTG DMI: SOclrccxTo: PWM doe (: WT044 1 C010 ELEC,MICAL. KEY NOTES L'_J PROPOSED N I CONDUIT WITH (6108 ANS, 0)#86 AND 0)'/4 CONDUIT WITH (08 AWG, (1086 FROM THE EXI5TIN6 AG PANEL TO THE PROPOSED -48V POKER PLANT. OPROPOSW +y12 AM W COMMICTOR5 FROM TIE PROPOSED -48V PLAln TO THE RAYGAP DG6-48-60-RM. PROP05FD 912 AWG DG GONMOTOR5 FROM THE RAYGAP Xh-48-60-RM TO THE REG 6601 MAIN UNIT. BLES �05ED 2THE � 1I OPT -E -MAN TO FOR TELCO THE RBS 6601 MAIN UNIT. ROUTE GABLES THROUGH THE 12' X 12' J)NGTION BOX. PROPOSED ROSEF;61fRG`W (2) TRUNK DG POPER GABLES 8 AWG, GL A.5<' B7 STRANDS AND 0) TRUNK FIBER GABLE 'A -000052Y250014' ROUTED ALONG ICE BRIDGE. INSTALL R05ENBEWR 4' GABLE ENTRY B00T IN PROPOSED CABINET PART# GX401-0110118 PROPOSED AT4T CONCRETE PAD PROPOSED RAYCAP — DG6-48-60-iM INSIDE j NEN -48V POWER CABINET �! C. IJ PROPOSED R85 6601 MAIN UNIT IN51 NEW AT4T LTE CABINET MOUNTED ■ JINGTION BOX MOM THE ELTE CABINET.`,, 1 PROPOSED RO5IGER DG PONER GABLES AND 0, FIBER EXISTING AT4T TELCO CABINET SCALE -5 3 O 3 SCALE: I" = 3' I POWER, MEIBt I EXISTING REG 2106 CABINET GSM 1900 PROPOSED AT4T ICE BRIDGE EX15TIW RBS 3106 GA13INET UMTS MOO AG PANEL 4 6EN PLUG ATST FIBER CABINET AT4T TELCO CABINET ELEGTRICAL 51TE PLAN SCALE, I' = 5' EJ(ISTING AT4T ICE BRI06E ("i EXI5TIN6 RB5 2106 CABINET 65M 850 EXISTING RB5 2106 CABINET UMT5 8500900 HALL =l PF2ppOsW COMMITS AND GABLE TO BE LABELED PER AT! T SPELIFIGATIO,NS. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF A MEIN -48V SYSTEM PER AT4T SPECIFICATION NTH THE CONSTRUCTION MANAGER E45TING AT4T CONCRETE PAD GIENNA UTILITY H -FRAME NOTE58 I. LEAN CONCRETE, R1 -C� TOP, MAY BE U5ED IN PLACE OF C40WACTED SAND, FIN15HED GRADE OR GROUND COVER, MATCH SLOPE AND TNiGKN 55 OF TR_ EHCH FASTING 1MD151I1RBED I r CAUTIONARY TAPE COMMITS FOR TELEPHONE, ELECTRICAL, ! ANTffM SHARING KIERE�1 APPLICABLE' II Jf.-[I GOMPACTED BACXFILL Ilia Ilh". •' I I_ NATIVE OR IMPORTED I' 7 • EI 11 wm ACTED SAND 11 (SIEE NOTE 1) iQmillS it iIIfI�xI.F�.III]_fllk II]I�ll�llllilf'11,(1 • �r r :ter 1..31 :11:..1111=1� • # CONDUIT SIZE, TYPE, GUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL Uf1LITY COMPANY REGIUIREME NT5 DIRECT BURIED GONDUIT NTS (RIGID STS CONDUIT PLUS FOR SPARE RI61P STEEL CONDUIT) CONDUIT M61P STEEL COUPLING CONDUIT ABOVE GRADE (TYPJ RIGID STEEL CONDUIT AT EuEas (rYPJ r- 0 30 MANSELL CT SUITE 103 ROSIVELL, GA 30076 678-280-2325 r5 RIGID 5T7$ TO� �pVG 5GHEVULE 40 PVC ADAPTOR CONDUIT BELON N GRADE "J UNDERGROUND CONDUIT 5TUB-UP < Nr5 m9 owa p, JTG ol+w": JT6 a1Ea®: PWM a 1: WT044 Em 1 1 , (D PROPOSED #2 AM STRANDED 6REEN MI -+TED COPPER WIRE FROM THE PROP05ED RBS 6601 MAIN UNIT TO THE PURCF1.L CABINET GROUND BAR- GRAND PER MAN UFAGTURB7'a SPECIFICATIONS. ® PROPOSED 02 AN65 STRANDED 6RE EN lN51,1ATW COPPER WIRE FROM THE PROP05M Pi1RGi3L GA RET TO Tl E EXI5TING MAIN 6RCEUIdD RING. GRaAO PER MANIFACTURERx5 SPECIFICATIONS. PROP05W 02 MIS STRANDED &RUN INSULATED COPPER WIRE FROM TILE PROPOSED BOND ALL STEEL PGST5 FOR LGE BREDGE 4 RAYGAP Mb -48 -60 -RM TO THE POKER H -FRAME WITH 02 ASKS 501-0 BARE TINNED CABINET 6ROUND BAR GROUND PER COPPER KRE 051N6 EXOTHERMIC, WELDS AT 6' MA IJFk-TWFR5 SPEGIFIGAT10N5. AE30VE &RADE OR FOOVATION, WH1G1 V#3R 15 HISHER. APPLY COLD-OALV AFVFF ARD. PRDPOSti^`D 02 AWG 5TRAHDED GREEN EXOTHERMICALLY HELD OTIVEiR END OF LEAD INSULATED COPPER HIRE FROM THE PROPOSED TO EX15TINO EMIPMENT C-FaND RM. POKER CABINET TO THE EXISTING GROUND RING. &RO" PER MANUFAGTUREd5 5PEGIFIGATION5, PROPOSED A74T CONCRETE PAD PROPOSED R8,S 6601 MAIN UNIT INSIDE NEN ATI T LTE CABINET MOUNTED ON H -FRMS. INSTALL A IB' X 18' JUNCTION BOX FINDER THE LTE CABINET. 6RAPH16 SG F55 3 O 3 50ALE: I PROPOSED -48V DG PON3R 13ATTERY CABINET T01*9 TOP 0a1N ANG NOTES=_ L PROPOSED RAYGAP »F Da -48 -60 -RM IN51DE !. ALL 6ROLHP ELEGTTRODE 5YSTEN5 (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTEGTTON, RtED AG POW82 G�aS} SHALL 6! BONDED TC TfETR AT OR BELOW GRADE, BY TWO OR MORE GDPP>3Z BONOING CONDUGTOR5 IN ACCORvwP HITH THE NEC AND NEN -OV POWER CABINET T01*9 TOP 0a1N ANG NOTES=_ »F #rb AHZ 1. PROPOSED >f6 AWG STRANDED GREEN !. ALL 6ROLHP ELEGTTRODE 5YSTEN5 (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTEGTTON, RtED AG POW82 G�aS} SHALL 6! BONDED TC TfETR AT OR BELOW GRADE, BY TWO OR MORE GDPP>3Z BONOING CONDUGTOR5 IN ACCORvwP HITH THE NEC AND 3oMnN5F1tCT SUITE 103 INSULATED WIRE FROM THE PROPOS LP DG6-1840-lb AT4T ND -00071. ROSR'ELL, GA 30076 67s-2so-23z5 TO TH`c SECTOR C7=k D BARB G056RR PER MANUFACTURERS SPECIFICATIONS. 2. THE 513GONTWBGTD¢ SHALL PERFORMIEEEFALL-OF-POTENTIAL RESISTANCE TO EARTH TESTiN& M I� 1100 AND 81) FOR 00001. USE OF WITH 5PEGIFIGATlDN 2¢782 OOO-BF'S EG0� GROUNO ELECTRODE 5YSTEM5. TESTING SHALL BE IN ArOORDAEiGE METHOD5 MUST BE PRE-APPRDVEID E3Y CONTRACTOR IN WRITING. 2. PROPOSED 96 AM 5TRANDED GREEN IWA ATED COPPER WIRE FROM EACH RRU TO THE SECTOR GROUND BAR GROW PER OTHER r0 ACHIEVE A TEST RESULT 3.7HE 5? Cl�NTRAG7DR SHALL FURNISH AND INSTALL �T5 AL MAINTAIN DISTANCE THE I A MINIDI=S DISTANCE CONFRf GTOR �L MAINFAIN A 4� MA."iFAGT '5 5PECINGATIONS. OF 5 OHMS OR LESS, P0464 ADDING ELECTRODES, R N -LA F T14E R Y, CONT ELD,'TRODE AND ANY OTHER EXISTING ELECTRODE ECEUAL TO TI -E BURT® L.EN6TH OF THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE 3. PROP05ED a8 AWG STRANDED GREEN TO KEEP THE SEPARATION DISTANCE EGUAL TO TWICE THE BURIED LEWTH OF THE RODS. lN5ULAT `7i COPPER WERE FROM THE TMASBLEFORPROpERLyqEaENC BAR. D CONDUIT INSTALLATION AS TO TO THE SECTOR GROUND �,�IT ANY�T0 CONTINUITY I THE GP fNDIh SYSTEM � DAMA = TOf G9NtJU1T'�� S- METAL CON DUIT AND TRAY SHALL BE GRG>fNJa7 ED T3E EL�GIGALLY CONTIRO)s WITH L15TED WNDIN5 PITTIN66 OR BY WERE ANDTRLLL AoE'RQ�ED fiRGR�ihtiJ TYPE COMMIT CLAMPS PER NEC 80HDING ACRO55 THE D15CONTINUITY WITH * AMCOPPERAPMA AND AT4T NO -0001I. RDLY, IRS TRAMED COPPER To 6. METAL RAC&(AY SHALL NOTND DUCTOR 5 JSW A5 T�Ft NEC � jam' BE I NE%IFS AND 116TALLEi7 TI;E ONER CI�E�CUITS TO EAGCORDAiC.E WITH G 11fJJ1AT10 ZED IN RUTH �� B75 EQUIPMENT. T, GONHEGTIONS TO THE GROUND BV5 SHALL NOT BE DOUBLED UP OR STACKED. BACK-TO-BACK GONNEGTION5 ON OPP051TE 51DE5 OF THE GROVHD PZ ARE PE=ZMlrrED, 8. ALUMINUM CONDUCTOR OR COPPER GLAD 5T7 CONDUCTOR %HALL NOT BE USED FOR 6ROUNDIN6 CONNECTIONS. q. V�F- OF 90' REW5 IN THE PROTECTION 6ROWDING coNDUGTOR5 SHALL BE AVOIDED KIE N 45' 5FrVS CAN BE ADEWATELY WITH A MINIMUM BEND W105 OF 6 INC - SUPPORTED, IN AGA5EBE 5, BENDS 5HALL MARC L 10. EAGH IHTETRIOR BT5 CABINET FRAIKE/PLINTH SHALL SE DIRECTLY CONNECTED TO THE MASTER 6RCV ID BAR WITH #2 AWG GROUND HIRES. EACH OUTDOOR CABINET FRAMEINTH SHALL BE DIRECTLY EXISTING AT4T STRANDED, 6REEN INSUATED SUFPLE7'EE NTAL E-CdAPMENI" CONNECTED TO THE BEIRIED &MOUND RING WITH 0 2 AAS SOLID TIN-PLATED COPPER WIRE. TGE BRIDGE II. ALL EKTERIOR GROUND [ON1711G70R5 BE1YTd E1S11Ph1T34TIGR01iHD BARS AND THE GROUND RING, SHALL BE M2 AWG SOLID tryP� TIN -PLAN COPPER UNLESS OTHERAI5E INDICATED. E2. EXOTHERMIC W3D5 SNAIL BE USEb FOR ALL CJJ�UNDENS CONiST10N5 E�OW GRADE. GONFEGTtoNS TO AE3OVE C�P'�ADE OR V11TT� 2 HOLE I TYPE BRAS W EXTERIOR UNIT5 SHALL 13E MADE WITH EXOrrLMMt0 WE _D5 AiE3�.E FRACTfGAL WgNE TO STEEL HARDWARE, JNGLUDING SET SCI�3N5. HIGH PRES9IRE C#REh7P GON1rEGTORS MAY ONLY [3E USED CrOMECTOR5 WITH 9TNIELE55 WITH VMTTl31 PERrIE55fON E�OtT AT4T MAS�iCET REPRE5FT4EATiVE. _ 13. EXOTI-ERMIG P0 -D5 SMALL BE PERMITTED ON TOWERS ONLY WITH THE EXPREs APPROVAL OF THE TONER MANFAGTIfE2 OR THE CONTRACTORS 5TRXTUR'.AL C, 6INEER. RIMPS OR SPLIT CM z o 11�� PRF' GOEGTlONS TO THE INTERIOR GROUND RING SHALL BE FORA�D USIN5 HIGHff 14. AL1. WERE TO HIRE GRCUEd7 NN ch IN x RE35 2106 BOLT GONNEGTORS MERE INDICATED IN THE DETAILS. E CABINET GSM 1900 GSM 850 �� 1� 15, ON ROOFTOP SITES !'• E E xOTFERMir, NEID5 ARE A FIRE HAZARD COPPER COMPREE61ON CAP CONNECTORS MAY BE USED FOR CtlWn'5rORS WITH 5TAINLE55 STEEL HARDWARE, INCWE7ING SET HERETO HIRE CONW6TORS, 2 HOLE MECHANICAL TYPE BRP55 5GTREWS SHALL HE USED FOR CONNECTION TO ALL ROOFTOP 9T5 EGiU1PMENT AND 5TRUGTURAL STEEL i 1 SEAL BE E{O'I14ERMEGALLY E301iDED OR BOLTED TO THE E9RIDGE AND THE TONER 1 16. TGE HRID&E E3ONRING GONDIIGTORS BAR MI,* TNO HOLED EEC{-UWIGAL TYPE BRASS CONNE-6TOR5 AND 5TAINLE95 STEEL RkRU ARE. = Q O 11. APPROVE) ANTIOXIDANT COATIN55 OF- CONDUCTIVE 6E L OR PASTE) SHALL BE U5W ON ALL WMPRE55ION AND BOLTED GROUND CONNECTIONS, I EXISTING EXISTING ' RBS 5106 RBS 2106 CABINET UMTS 51N 900 UMTS MOO GROUNDING SITE PLAN SCALE. In = S' E-x15TING AT4T CONCRETE PAD 18. ALL EXTERIOR GROUND CONNEGT10N5 SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL, 19. M%ELLANE-M ELECTRICAL AND NON-ELEGTREGAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 20, BOND ALL METALLIC, O5.EGT5 WITHIN 6 FT OF THE BURIED GROUND RING WITH q 2 50LID AWG TIN --PLATED COPPER 6ROUND coNDUGTOR. m 21, 6RO(W COXU Lr-TOR5 USW IN THE FACILITY 6ROEIND AND LIGHTNIHS PROTECTION SYSTEMS SHALL NOT Bc ROUTED CLIP THROUGH MEfALLfG OB 1EGT5 THAT FORM A RING AROUND TM CONDUCTOR, SUCH A5 METALLIG CONDUITS, METAL %t1PPORr CLIPS OR 51 gVES METALL•I WALLS OR FLOORS. YifCi4 IT E5 RELZUIRTD TO BE HWSED IN CONDUIT TO Phi CODE REMIREMEWS OR LOCAL COW'TTONS, NON-METALLIC MATERIAL SUCH A5 F%16 ELASTIC, WNWIT SHALL BE USED, VO4 E USE OF METAL CONT7UIT 15 UNAVOIDABLE {ICG., NON-MFPALLIG CONDUIT PROHIBITED FAY LOCAL GODS} THE GRGl V CONDUCTOR SHALL BE BONDED TO EAU! ENP OF THE METAL CONDUIT WITH LISTED BONDING FITTING5. 1 22. GROUND ALL IRF EG3UIPI.M INCLUDING BUT NOT LIMITED TO COAX, DIPLE>ZRS, `.:URGE ARRESTORS, TMA's, ANTENNA5, 4 ANTENNA 1 MASTS PER HEC, AHD AT4 T NO -00011. r �f�sSATE-OF 414+ AR IN S to R'34 +L ' GN 7k*� ,► D No. 149114 z I IL W I� N Z m O Vq omm. JTG Wm: JTG =KM, PWM m 1; WT044 i E=3 ..-•'v GABLE 6ROUNDIN69 KIT W/ `'� V6 AWS STRANDED GREEN WATHERPROOPIN6 v a INSULATED (TYPJ (FOR GSM COAX ONLY) 0 F_X15TIb5 56CTOR GROUND BAR EXI5TIN6 GROUND BAR AT BASE OF TOWER (COAX GABLE ONLY) COAXIAL GABLETO E?fi5T1NG GROUND BAR AT (6SMMONLY) ) ANTENNA EQUIPMENT GABINET OR (GOU15112RE OF SHELTER (COAX GABLE ONLY) HO1E5- I. GABLE GROUND KIT AT PROPOSED ANTEtm TO BE MOUNTED WITHIN 6' OF CONNECTION TO AN MOLL 2. GABLE GROUND KIT AT BASE OF TOWER TO BE MOUNTED WITHIN 36' ABOVE WHERE TIC CABLING BENDS AWAY FROM THE TOWER GROUNDING SGHEMATIG_FOP, PANEL ANTENNA NOT TO WALE 9/b' O STAINLESS 51133 BOLT T-C;O HOLE COPPERcormRE�58Iox TYPE Kk%M \ GROUND LU6 / FLAT WA5932 L GROUND CONDUCTOR GROUND BAR OR LOCK WASHER EQUIPMEM NUT MECHANICAL GROUND GONNECTION NOT TO SCALE ABLE TO ANTEfUTA ATH!RPROOPI146 KIT DAX GABLE GROUNDING JUMP KIT WG STRANDED COPPER LIND CONDUCTOR GABLE TO R85 NOTESs I. DO NOT INSTALL CAKE GROUND KIT AT A BEND. 2. ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR 3. 6ROUNDIN6 KIT 4 YEATHE R PROOFING KIT SHALL BE TYPE 4 PART 4 AS SUPPLIED OR RECOMNIEIOEV BY GABLE MANUFACTURER GOAX GABLE GROUND KIT NOT TO SCALE MOUNTIE BRACKET �y e 01116' 41 °no0 000 00 0 0000 CO0 INSULATOR 0 COPPER BAR, 1/4'x4'xL E06E GADWELD TO GROUND C018CG1ION MV) RING NOTE. L = A5 REQUIRED FOR ALL COWTIONS PLUS 50% FUTURE GAPAGITY. GR4ND BAR DETAIL NOT To SCALE PIOOO I-5/5' UNISTRUT GUT AS REQUIRED (Tl'PJ FM '. 3/e' DIA. HILTI KOOK BOLT II WITH COUPLER �g jBRipeff, STANDARD 3/8' DIA HUTS 4 DIPLFJ�:EZ SEGURm TO UNISTRUT WITH MANFAGAFE25 SUPPLIED HARDWARE (T(P)— DIPLEXER GROUNDING DETAILS NOT TO SCALE ARRESTOR 9-ELTER CEILING OR IGE BRIDGE 3/8' DIA. All THREADED ROD. CUT ROD TO REQUIRED LENGTH (IYPJ PROVIDE N1T5 4 WASHL�tS TOP 4 BOTTOM (TYPJ CONNECTION PER MANIFAGTURBZS 5PEGIFIGATION5 06 AWG STRANDED GREEN INSULATED COPPER WIRE TO 6RO 10 BAR trYPJ J GOMECTION PER MANUFAGTURI'RS SPEGIFIGATIONS �06 AM STRANDED 6REEN INSULATED COPPER WIRE TO 6ROUND BAR (IYP) NOTE. ON OUTDOOR 51TES, INSTALL WFAT0�IN6 AT EACH ca#aCnM PER AM SPEGIFICATiONS SURGE ARRESTOR GROUNDING DETAILS NOT To SCALE 7'S No. 14904 fD CC x O pm 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678-280-2325 NQ DERctrED: ,JTG DRAWN: JTG OIECKM PWM JOB p WTO411 E-4 ii■o 010 ��1� DIPLFJ�:EZ SEGURm TO UNISTRUT WITH MANFAGAFE25 SUPPLIED HARDWARE (T(P)— DIPLEXER GROUNDING DETAILS NOT TO SCALE ARRESTOR 9-ELTER CEILING OR IGE BRIDGE 3/8' DIA. All THREADED ROD. CUT ROD TO REQUIRED LENGTH (IYPJ PROVIDE N1T5 4 WASHL�tS TOP 4 BOTTOM (TYPJ CONNECTION PER MANIFAGTURBZS 5PEGIFIGATION5 06 AWG STRANDED GREEN INSULATED COPPER WIRE TO 6RO 10 BAR trYPJ J GOMECTION PER MANUFAGTURI'RS SPEGIFIGATIONS �06 AM STRANDED 6REEN INSULATED COPPER WIRE TO 6ROUND BAR (IYP) NOTE. ON OUTDOOR 51TES, INSTALL WFAT0�IN6 AT EACH ca#aCnM PER AM SPEGIFICATiONS SURGE ARRESTOR GROUNDING DETAILS NOT To SCALE 7'S No. 14904 fD CC x O pm 30 MANSELL CT SUITE 103 ROSWELL, GA 30076 678-280-2325 NQ DERctrED: ,JTG DRAWN: JTG OIECKM PWM JOB p WTO411 E-4 0 11 W S SCALE, 1'450' GRAVEL EXISTING GONG FOUND 1/2' REBAR A66.Y NTr CONC PAD m PL eea.a' NNW CADINTr TO PL 261.6' 2106BR PACT TO PL Sa0. 1' Msi L NT To PL 26,"' NEW H PRAMA' TO PL 260.0' NNW DC POrTR m PL FOUND 1/2' REBAR FOUND 1/2' REBAR FOUND 1/2' REBAR GRAVEL �saaarl^ rYN/ND 112- %�OAR 1 2a.6' Nil DC pom m R EXISTING H F E J `ettre,lrtrll+Il+++2211++IIr ■ KEEN STATE STATE OF d 1 p R LEASE LINE - - FOUND f 2' REBAR - AR'KAN'SAS / _' SURVEYING '.s y n, 1415 NOT TO SCALE- LLC o _ x %� a _ O k s a i Na'•+ to a raf.w - v Z SIGNATURE kj `: N0. 1509,. �' r { AN q ........ •. 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