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LITTLE ROCK, AR 12212
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IN,
TAKE 1-630 PEST TO > xIT 5A. TAKE RAMP ONTO 1-430 TO EAT
0.2 MI). TURN LEFT ONTO N RODNEY PARHAM RD (0.4 MI), AND
Kms' 601N5 5TRA16W AND THE ROAD NAFFS CHANCES TO
HIN50N M TURN LEFT ONTO BEGKENHAM DR THEN IMMEDIATELY
TURN L f ONTO HILL5509=6H LN, TURN LEFT ONTO SAPPLE
HILL DR (0.3 HI) AND THE 51TE 15 ON THE RIGHT.
DEPARTMENT I NAME / SIGNATURE I DATE I
I LAND OMNM / TOPM OPUR I I
517E AC.G ISITION A6W
ZONING / FLiiMITTN6 A6PNT
ME MANA61M
C0MTIWTION MANAGER
RF f3161NEEi
SITE NUMBER:
AR1 250
SITE NAME:
SADDLE HILL
PROJECT:
LTE
PREPARED FOR:
1
PROJECT MANAGER:
wkS TOWER
COMMON/CAT/ONS INC
PREPARED BY:
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30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
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PROJECT INFORMATION
BITE ADDRESS- 13625 5ADDLE HILL DRIVE
SCOPE OF WORK
IN5TALLL LTE EWIPHEW K ITHIN AN EXI5TING M ANNi=D
TELECOh ""CATIONS FACILITY. INSTALL N6N AND / OR
REPLACB,aff ANfEMA6 AND LINES ON EXISTING TOK R
CONNEGT POKIER AND TELCO TO EXI5TING AT4T UTILITY SF3L1/ICE.
DRAWING INDEX
T-1 TITLE SHEET 4 PRO.6GT INFORMATION
NOTES
&-2 � 5TE PAN
G-3 MAILED SITE PLAN
G-4 TOKER El"ATION AND ANTENNA ORIENTATION
G� LTE pL"M DIA&RAM
G-0 BVIFI EW MET'AIL5
" EWIPIHENT DETAILS
E-1 ELECTRICAL SITE PLAN
1--2 ONE LIFE DIAGRAM
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ARKANSAS ONE -CALL
811
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SUITE. 103
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LITTLE ROCK, AR 12212
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LITTLE ROCK, AR 72211
PRo.eCT MANAGE
HE5TOWER 6OMlr4NICATION5 INC
4100 5" E30NM N ROAD
SUITE "100
LITTLE ROCK, AR 12210
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30 MAN5ELL CO[ RT, 5UITE 103
ROSVELL, 6A 30016
PATRICK W MARSHALL, P.E.
678-280-2325
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AT4T
SCOPE OF WORK
IN5TALLL LTE EWIPHEW K ITHIN AN EXI5TING M ANNi=D
TELECOh ""CATIONS FACILITY. INSTALL N6N AND / OR
REPLACB,aff ANfEMA6 AND LINES ON EXISTING TOK R
CONNEGT POKIER AND TELCO TO EXI5TING AT4T UTILITY SF3L1/ICE.
DRAWING INDEX
T-1 TITLE SHEET 4 PRO.6GT INFORMATION
NOTES
&-2 � 5TE PAN
G-3 MAILED SITE PLAN
G-4 TOKER El"ATION AND ANTENNA ORIENTATION
G� LTE pL"M DIA&RAM
G-0 BVIFI EW MET'AIL5
" EWIPIHENT DETAILS
E-1 ELECTRICAL SITE PLAN
1--2 ONE LIFE DIAGRAM
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CALL BEFORE YOU DIG
ARKANSAS ONE -CALL
811
http://www.arkonecall.coml
D. ,9th
30 MANSELL CT
SUITE. 103
ROSWELL, GA 30076
679-290.2325
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No. 14904 �'�Oif`
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0EW-RAL N07Ef2-
I. THE GaER A. CONTRACTOR HIST VERIFY ALL DEMONS, GQNDITIONS AND ELEVATIONS WORE STARTING HOR< ALL
I)MOREPAWCTES SHALL BE GALLED TO THE ATTENTION OF THE B49INWR AND SHALL 6E RESOLVED BEFORE PROCEEDIWG
NTH THE y{ORK. ALL HdORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED
CONSTRUCTION PRACTICES.
2. IT 15 THE INTENTION OF THESE DRAH0*5 TO SHON THE COMPLETED IN5TALLATION. THE CONTRACTOR SHALL M
RESPONSIBLE FOR ALL TEMPORARY BRAGIHG, SNORING, TIE% FORM NORK, ETC. IN ACCORDANCE WITH ALL NATIONAL,
STATE, AND LOCAL ORDIRAW , TO SAFELY EXECUiB ALL HORK AND SHALL BE F ESPON51N-E FOR SAME. ALL WORK
SHALL BE IN ACCDRoAHLGE WITH LOCAL CODE5.
3. TLE CONTRACTOR SHALL USE ADEQUATE NIMBER OF SKILLED WORYJIN VW ARE THOROL*HHL'Y TRALFED AND
PXPEFIENCED IN THE IEGESSARY CRAFT5 AND VW ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REWIREMEM5 AND
METHOD NEEDED FOR PROPER FIERFORMANCJE OF THE YOM.
4. GONSTRUGTION CONTRACTOR A&REES THAT IN ACCORDANCE WITH GEIaiALLY ACCEMW CONSTRUGTION PRAGTIGE5,
CONSTRUCTION CONTRACTOR NULL BE REoUiRED TO A56L1ME SOL -E AND COMPLETE RESPONSIBILITY FOR .LOB 517E
GONDIT06 DURING THE COURSE OF CONSTRUCTION OF THE PROXLT, INGLIADtM THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS RE( IRE}1EW SHALL BE MADE TO APPLY CONTJ"VSLY AND NOT BE LIMITED TO 14001AL WORKING
HOUR5. CONSTRUCTION CONTRACTOR FURTHER AGREES TO INtt7EMNIFT' AND HOLD DE516H ETE"NEER NARMLT:55 FROM
ANY AND ALL LIABILITY, REAL OR ALL.ESED, IN COWECTION WITH PERFORMANCE OF WORK ON THIS PTRO.JECT.
5. SITE GRGUHDNNG SHALL Cot MY WITH ATI T MOBILITY GROUNDING STANDARDS, LATEiT EDITION, AND COMPLY NTH
AT4T MOBILITY GRG"1116 CHF.GKLI5T, LATEST VER510N. N-IEN TWT€ONAL. AND LOCAL GRaMIN5 CODES ARE MORE
5TRIN6ENT THEY SHALL GOVERN.
6. ALL WRK SHALL COMPLY WITH OSHA AHD STATE SAFETY REQUIREMENTS, PROCEDURES FOR TEE PROTECTION OF
EXCAVATIONS, EXISTING CONSTRIJCTiON AND UTILITIES SHALL BE FSTABLISlED PRIOR TO Fo'"ATION INSTALLATION. IF
TEMPORARY LISHfiNHLS AND MARKING 15 REWIRED BY THE FEDERAL AVIATION ADMINI5TRATION (FAA), IT IS THE
CONTRACTORS RESPONSIBILITY TO MAINTAIN THE IiFfESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN TtE
EVENT OF A PROBLEM.
9. ALL WORK SHALL BE AGCOWLISHM IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDEf2AL. CODES AND ORDINANCES.
THE MOST 5TRINGI=N7 CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DEFFEREWGES IN THE CODE
REQUIREMENTS.
8. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE CORRECTED AT THE CONTRAGTORS EXPENSE.
q. THE CONTRACTOR 15 RE5PONNB1 E FOR PRaVIDIN5 AMPLE NOTICE TO THE E111LDING INSPECTION DEPARTMENT TO
SGHEEDUl.E THE REWIRED }NSPEGTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHALL BE C91M AND THE WILDI1NS
INSPECTION DIRARTMM HAVE REQUESTED THAT &RGUP5 OF TYIO OR THS SITES BE SGI� AT ONE TIME IF
POSSIBLE.
10.600 16TRUGTION KW46 TR WILL CONFIRM FAA APPROVAL OF TOYER LOCATION BY ISSUING TON R RELEASE FORM. NO
TOYEiR SHALL BE CdNSTRUGTED UNTIL THE TOJ EM RELEASE FORM 15 ISSUED TO THE CONTRACTOR.
II. THE GONF'I.ETE SID PACKAGE INCLUDES THESE C.ONSTRUGTJoN DRANWGS ALONG WITH THE: FINAL RF DE516N AND TO}M
STMT -TU AL ANALYSIS. CONTRACTOR 15 RESFOR51BLE FOR REVIEW OF TOTAL 811) PA6KA6E PRIOR TO BID SUOMITTAL..
12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES MT14IN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION.
13. THE CONTRACTOR 15 RESPON5IELE FOR MAINTAINING P051TIVE DRAINAGE ON THE SITE AT ALL TiNE5, 51LT AND ER0510H
CONTROL SHALL a MAINTAINED ON THE DOL^MTREAM SIDE OF THE 517E AT ALL TINS. ANY DAMAaE TO ADJACENT
PROPERTIES SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.
14. CLEARING OF TR)E5 AND VEGETATION ON THE 51TE SHi ULD BE HELD TO A MINIMUM. ON[.Y THE TREES NECESSARY FOR
CONSTRUCTNoN OP THE FACILITIES SHALL.. BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE TIE LEASE PROPERTY
WALL BE REPAIRED BY THE CONTRACTOR.
15. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE 517E SHALL HE INCLI1DED IN THE BID. F-XCE-95 TOPSOIL AND
UNSUITAN-E MATERIAL SHALL. BE DISPOSED OF OFF 51TE AT LOCATIONS APPROVED BY 6oYERIIIN67 AoM$E5 PRIOR TO
DI5P05AL.
16. SEEDING AND MULCHING OF THE SITE SHALL Be AC<OMPLI%IET7 A5 SOON AS POSSIBLE AFTER COMB-ETiON OF THE
SITE DEVELOPMENT. THE CONTRACTOR 15 RESPONSIBLE FOR PROVEDINS AND MAINTAINING AN ADEQUATE COVER OF
VE6ETATtON OVER THE 517E FOR A ODE YEAR PERIOD.
11. PERMIT5, OBTAIN AND PAY FOR REQUIRED PERMITS, LIGEN5E5, FEES, INSPECTIONS, ETC.
FIED AND
I8. RECORD v"W-6, INSTALLED. RECORD c '!� ONAGLEAN SET OFOF ALL �NfRACT DDRAWIN'a5 WICH SHALL BE TWMV LOVE R TO THE
CONSTRUCTION MANA5ER UPON COMPLETION OF THE PROJECT.
Iq. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING ON THE WORK CONTAINED IN TH15 DESIGN PACKAGE.
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2. ALL PX{CAVATION5 ON MICH CONCRETE 15 TO BE PLACED 54AlL BE SV35TAM1ALLY MORIZOWAL ON
UNDISTURBED AND IftFROZEN 501L AND BE FREE FROM LOOSE MATERIAL AND EXCE55 GRAM WATER
P51ATERING FOR EXCE56 GROUND HATER 54tALL BE PRLMDED IF REQUIRED.
3. CONCRETE FOUNDATIONS SHALL NOT Bi; PLACED ON ORGANIC MATERIAL. IF SOUND 501L 15 NOT PEACHED
AT ITE DESIGNATED EXCAVATION DEPTH, nE UNSATISFAGTORY SOIL SMALL BE EXCAVATED TO ITS FULL
DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANALAR MATERIAL OR THE EXCAVATION
BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.
4. ANY EXCAVATION OVER THE REQURSD DEPTH SHALL BE FILLED WITH EITHER MEG 116ALLY C.OWAGTED
GRANULAR MATERIAL OF CONCRETE OF THE SANE QUALITY SPECIFIED FOR THE FOLRIDATION, CRUSHED
STONE MAY 13E USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE
USED AS COMPILING CONCRETE THICKNESS.
5. AFTER W PLETION OF THE FOL W7ATI ON AND OTHER CON5TRUGTION BELOW 6 RAVE, AND BEFORE BACK
FILLING, ALL EXCAVATIONS SHALL BE GLEAN OF UNSUITABLE MATERIAL SUCH A5 V`GE7"ON, TRASH, VEER%
AND 50 FORTH.
6. BACK FILL SHALL BEt
- APPROVED MATERIALS CON515TIN67 OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT SHALE;
- FREE FROM CLODS OR STONES OVER 2-1/2' MAXIMUM DIMENSIONS;
- IN LAYERS AND COMPACTED.
1. SITE FILL MATERIAL AND FGU.DATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6' PEP BEFORE
COMPACTION, EACH LAYER SHALL BE 5PRWLED IF REWIRED AND COMPACTED 13Y HAW OPERATED OR
H1A4HIN E TAMPERS To q% OF MMII aH Di-N51TY, AT THE OPTIMUM MOISTURE WINTENT *2% AS DETERMINED
BY ASTM DESIGNATION D -6g8, UNLESS OTHER) U5E APPROVED. SUCH BACK FILL SHALL NOT BE PI -ACED
BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.
8. THE FaMATION AREA SHALL sE GRADED To PROVIDE MTER RUNOFF AND PREVENT NATER FROM
STANDING. THE FINAL GRADE SHALL SLOPE AWAY IN AL. DIRECTIONS FROM THE FOUNDATION AND SHALL
THEN BE Gpv'ERF_D WITH 4' DEEP COt'IPAGTED STONE OR GRAVEL.
q. CONTRACTOR SHALL PROVIDE ALL EROSION AND 51DIMENTATION CONTROL MfA%RES AS REWIRED BY LOCAL
CITY, COUNTY AND 5TATE CODES, AND ORDINANCES TO PROTECT EMBANKMENTS FROM 601L L055 AND TO
PREVENT ACCIi 4LATNON OF SOIL AND 51LT IN 5TRPAFt5 AND DRAINAGE PATHS L.EAVIN5 THE C.ON5TRJCTfON
AREA THI5 MAY INCLUDE SUCH MEASURES A5 51LT FENGM 5TAW BALE 5WIMENT BA}RRIE"AND CHECK DANES.
10. FILL PREPARATION:
REMOVE ALL VEGETATION, TOPSOIL, DESRIS, YET AND UNSATISFACTORY SOIL MATERIAL, 05STR1GTtONS, AND
DELI TERM MATERIALS FROM GROM SURPA:E PRIOR TO PLA6145 FILLS. PLOW STRIP OR BREAK UP
SLOPED SURFACES STEEPER THAT I VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL NLL BOND WITH PX15TI%
SURFACE. WHEN SUBGRApE OR EXi5TIN5 ORO" WRFAGE TO REY-EIVE FILL EUS A PE%ITY LE55 THAW THAT
REQUIRED FOR FILL, BREAK LIP GROLM SURFACE TO V57M REQUIRED, PULVERIZE, M015TURE-CONDITION OR
AERATE SOIL AND RECOMPACT TO REQUIRED DENSITY.
II. R1 PLAGI= THE EXi5TIW NEARIN62 SURFACE ON AREAS P4110 NAVE BEEN DAMAC-M OR REMOVED DURING
CON5TRiOTION OPERATIONS. SURFACE SHALL BE REPLACE TO MATCH EXISTINS ADJACENT SURFACING AND
SHALL BE OF THE SANE THICKNESS. . NEW SURFACE SHALL BE FREE FROM GORRWATIONS AND WAVES.
EXISTING SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH,
ORGANIC MATERIAL, OF OTtE R D`rI.ETE3RIOU5 MATERIALS ARE REMOVED PRJOR TO RUr-<- R RM15HI ALL
ADDITIONAL RE.�FACIWG MATERIAL AS REQUIRED. BEFORE SURFACING 15 REPLACED, %B&RADE SHALL. BE
GRADED TO CONFORM TO REQUIRED 5LeC-RADE ELEVATIONS, AND LOOSE: OR DISTURBED MATERIALS SHALL BE
T"oRcUG+Ly COMFlAoftV. PH-PRE551ONS IN THE 5UBGiRAM SHALL BE FILLED AND COMPACTED WITH
APPROVED SELECTED MATERIAL. SURFACING SHALL NOT BE UEv FOR F[LLI% DEPRESSIONS IN
THE SUBGRADE.
12. PROTECT EX15TIW 5URFAGI% AND 5UBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE
R AF>E W OR OTHER wTABLE MATERIAL5 Di:51aWD TO SPREAD EC ARIIENf LOADS. REPAIR DAMAGE TO
EXISTING GRAVEL SURFACING OR W30 RADE WHA VXH DAMAGE 15 DUE TO THE CONTRACTORS OPERATIONS.
DAMAGED GRAVEL SURFACING SHALL. BE RESTORED TO MATCH THE ADJACENT MAWAED GRAVEL SURFACING
AND SHALL BE OF THE SAME THICKNESS.
19. DAMAGE TO EXISTING STRUGTIFZ5 AND UTILITIES RE5ULTIWG FROM 00NTRACTOR5 NEGLIGENCE SHALL BE
REPAIRED / REPLACED TO OWNERS SATISFACTION AT CONTRACTORS EXPENSE.
14. CONTRACTOR %HALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OMER 50 AS TO AVOID
INTE RFIVITIONS TO PROPERTY OWNERS OPERATIONS.
15. E NSLJRE P051TIVE DRAINAGE DURING AND AFTER COMPLETION OF GON5TRUGTION.
Ib. RIPRAP SHALL BE CLEAR HARD, SOUND, DURABLE, UNIFORM IN QUALITY, AND FREE OF ANY DETRIMENTAL
WANTITY OF SOFT, FRIABLE, THIN, ELOWGATED OR LAMINATED PIECE S, DISINTEGRATED MATERIAL, ORGANIG
MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCE.
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RAYGAP DG SURGE
5UPPRJE5V0N UNIT W/
FIB62 PA59 THRII �_ PROTECTIoH 5F1aW BE IN5rAL J W WITHIN
PART" M2-4b-60-0-iE 0'()F THE RRWS PB2 ATIT 6UIDElJNES- THE
M2-4D-60.O-qE UNITS 5HOM IN THIS DIA&RAM
ARE NOT REGUIRFA IF THE DG6-49-iGl-I6-8F
1501D' 15 LOCATED WITHIN 15' OF THE RRU"s.
(TYPICAL EACH SECTOR)
—(2) RO5@SEF6ER SINGLE
PAIR POK R GABLES
PARTS WR-V6825T-BRDA
AND (2) R059ENBCR6M
SINGLE PAIR FIBER GABLES
PART* FD-L98B-005-500
0) pmeowj9m
(3) PAIR PON62 GABLE
((6) DAM TINNED
COPPER CaMTORS)
LNC
FIBER GABLE
'A -D MDW2t'2500h'
02) PAIR FIBER TRUNK
TEWCADWI INT9RIOR
LTE RBS 6601
MAIN BA5E3A+0 UNIT
5Wde B
TO 51AD
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678-280-2325
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RoSfT PAI
CX6084tA0III OR
SNAP -IN HANGER,
RO5EiBERGER PART NO.
THM-S-DG-78 OR EWIVALE
SNAP -IN HAH&M
RDSE}..aazL--R PART NO.
TN446-06114 OR EGUIVALEWT
HANGER ADAPTER bt i;
ROSMaElw ER PART NO.
GX6O&4iAW20 OR ELVIVAU
SNAP—IN HANGER
DC GABLE E(NPLE
SOS,
I. RSR TO X�kA DoC TS FOR EXACT GABLE NJNR
AND FWwACTIRR SPECIFICATIONS FOR PROPER
6ROW ETS AND RP3iCM TO SWORT THE FIBER AND
D6 GABLE EUNPLE5.
2. REFER TO 5TRWTURAL ANALY516 FOR SGT GABLE
ROUTING AND TdoWTING t WWORATIM
HANGER ADAPTER GROMMET DETAIL5
NOT To SCALE
4' DIA. X l' LONG, SCH. 40,
GALVANIz:ED SIPPoRT PIPE (TYP)
PI000 I NISTRUT ATTAC}ED TO
SUPPORT PIPES WITH STANDARD
PIPE CLAMPS OR U -BOLTS (TYPJ
ATtT
LTE
CABINET
PROVIDE STANDARD
UNISTRUT CAPS FOR ALL
EXPOSED END5 (TYPJ —
PROPOSED HANGER
BRACKETS FOR GABLE
ROUTING MOIMT ON SIDE
OF H-FRI E CLOSI ST TO
ICE BMVD
GG
4' DIA SCH. 40
SUPPORT PIPE
12'xMAI/2' PLATE
WITH (4) N/I6' HOLES
5A5E PLATE DETAIL
NOT TO SCALE
ATT
LTE
CABINET
510E VIEW
18' x 18'
.UN6noN Box
7
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30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678.280-2325
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18' x 18'
JIWTIOH
BOX
PROPOSED 12'xI2'xI/2'
PLATE ATTAC 1W WITH
(4) 1/2' HILTI KWIK BOLT II,
4' MIN. B4W. OYPJ
EXISTING
CONCRETE PAD
FRONT VIEW
GG
4' DIA SCH. 40
SUPPORT PIPE
12'xMAI/2' PLATE
WITH (4) N/I6' HOLES
5A5E PLATE DETAIL
NOT TO SCALE
ATT
LTE
CABINET
510E VIEW
18' x 18'
.UN6noN Box
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30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678.280-2325
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MWFO`.;D UNI SAL PIPE
ADAPTER KIT t THREADED RODS.
FIELD LOCATE AS REQUIRED
frYPJ
PROPOSED RRU5-II
LTE il00"w
PROP05W UNIVERSAL PIPE
ADAPTER KIT t THREAD® RODS
FIELD LOCATE AS REQUIRED
(TYP.
LTE RRU5—II MOUNT DETAIL
NOT TO SCALE
--. =r C
,. f. ■ff� El.r � i
r�;IE fEEEEEXISTINS MONOPOLE.
rirTovm "j
fEf fE�
>• ffff� Ef.
E� f��far
.._. ' __ ..-. z
a
104114 VALMONT' STAINLESS ST
MVIN9 STW (PART 013116q)
-I-/ 7. �■■-. . AM TEWAON BUCr-tr-5 (PART
qN-n/ OR
.0
PROPO D ANTUM MOUNT
Ear a s +
TIEr'iGUNll146 DETAILS 5HpM ON THIS SfEE-f ARE
30 MANSELL CT
TYPICAL IN5TALLATIOH DETAILS TFfAT MAY NOT
SME 103
pMK ON ALL SITES. PM1A KAS HOT PROVIDED
ROSWELL, GA30076
HTN AH ANTE�m MST K4j:gW WORT PHI A
678.280-2325
KA5 NOT PERPORMW A 5TRU6TLRAL EVALUATION
RRU MOUNTING PIPE trYPJ MONOPOLE IN5TALLATI ON
OF THE E7a5TIH9 ANTENNA MOUNT(S).
--. =r C
,. f. ■ff� El.r � i
r�;IE fEEEEEXISTINS MONOPOLE.
rirTovm "j
fEf fE�
>• ffff� Ef.
E� f��far
.._. ' __ ..-. z
a
104114 VALMONT' STAINLESS ST
MVIN9 STW (PART 013116q)
-I-/ 7. �■■-. . AM TEWAON BUCr-tr-5 (PART
qN-n/ OR
.0
PROPO D ANTUM MOUNT
PIPE "i PROPOrW RAYGAP GABLE
SUPPORT HARNEss (rrPJ
PROPOSW 2319' OD X 6' LONG
RRU MOUNTING PIPE trYPJ MONOPOLE IN5TALLATI ON
PROF -0512D LTE ANTENNA AND
DOWMTILT HRAGKET (rYPJ
GC
PROPOSED RAYGAP 'SGUID' a
�
Da -49 -GO -Ib -6F ov�VO:-TAGr
PROTECTION UNIT CrYPJ
PROPOSED RAYGAP MOUHTINE+
BRACKET IIYPJ
PROP05ED RAYGAP BASE PORTS
frYPJ
PROPOSED RAYGAP GABLE
SUPPORT KARMS MTPJ
TOWER LEG OR PIPE
MOUNT INSTALLATION
RAYGAP 5GUID MOUNT DETAIL
NOT TO SGAL-E
TMER LW OR 5TAWOFF MOUNT
TUDE FIEMNK RB=ER TO To"m
PLAN FOR SITE 5PWIFIG LOCATION
m?j
SECURE WITH RAYCAP PIPE
MOUNTING HARDKARE SUPPLIED
PITH BRACKET "J
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DCXK3: MATS
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• �EfTPJ:.n� N:� tri
b)0b 1- CaMIT5 NTH
(UtbS EACA4(FnOM THE Fj05TiNG (D PROPOSED `AG PANEL
TO THE -46V PCHR PLANT.
MOP05W 112 AM DG CZMAICTOR5
PROM 11-E PROPOSED -48V FLAW TO
THE RAYGAP D06 -48 -60 -IRM.
PROPO2 ANS M CONVXTOR5 FROM
THE RAOYGDAPI D06 -48 -60 -RM TO THE R55
6601 MAIN UNIT.
®PROPOSED 2' WOW FOR TELCO GABLES
FROM THE E7LISTIH5 OPT -E -MAN TO THE
R55 6601 MAIN UNIT. ROUTE CABLE5
THROX7H THE 12'X 12' .UNCTION BOX.
OPFAPOSED R0SRMW?M (2) TI'M DG POHR
CABLE5 8 AYES, CLASS 51 STRAND5 AND 0)
TRLW FIRM GABLE 'A-DO(INhi71'2500N'
ROUTED ALONG ICE BRIDGE.
EXISTING AT&T ICE
BRIDGE (TYPJ
ICE BRIDGE
PROP05M ANDC2) TRUNY,
n TT
DG M ER CABLES
FIB9Z GABLE
POYER FETER POLE
ELEGTRIGAL 51TE PIAN
SCALE, I' = 3'
EXISTING ATIT
TELCO CABINET
Al 4P0°..ev, LTU IT5 AND CAN -E TO
BE L.ABM" PER ATI T 5P6CIFIGATIOW2.
EX15TINO
EGUIPhENT PAD
PROP05ED RAYCAP
D G6-9B-•60� INSIDE
N 13i -48V POYER CABINET
EXISTW6 AT&T
CONCRETE PAD
NOTES. I. LEAH USED IN PLACEET O, REa-COLO
TEV SAND.RED TOP, MAY BE
FINISHED GRADE OR
6RaW COVER MATCH
SLOPE AND THICKNI 95 OF TRENCH
EXISTING
UNDI5IURBED CAUTIONARY TAPE
CONSMT5 FOR TELEPHONE,
ELEGTRIGAL, E ANIBAIA
50MINNG7 Hf RE /
APPLIGABL.E •
Nt C.ORMT 517E,TYM WgMTY AND SEPARATION
DIMEN51ON TO BE yMPIED WITH LOCAL LMLITY
COWAN`( REMIREMENTS
DIRECT BURIED CONDUIT
m
(RIGID STEEL CONDUIT
PLUG FOR SPARE RIND 5793_
CONDUIT) CONDUIT
R161D STEM. CUMIN &
CONDUIT ABOVE (TY
6RADE PE - --
RIGID STEEL.
CONDUIT AT
EL B" (TYP
: fit r 0 1
30 MANSEIL CT
SUITE 103
ROS\VEIL. GA 30076
678-250-2325
IN
RIND 5Tffi. TO) PV,, cSaE 40 X
PVC, ADAPTOR CONDUIT DELCH
6RADEfTYPi
UNDERGROUND CONDUIT 5TUB-UP
No. 14204
7D c C
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Nt C.ORMT 517E,TYM WgMTY AND SEPARATION
DIMEN51ON TO BE yMPIED WITH LOCAL LMLITY
COWAN`( REMIREMENTS
DIRECT BURIED CONDUIT
m
(RIGID STEEL CONDUIT
PLUG FOR SPARE RIND 5793_
CONDUIT) CONDUIT
R161D STEM. CUMIN &
CONDUIT ABOVE (TY
6RADE PE - --
RIGID STEEL.
CONDUIT AT
EL B" (TYP
: fit r 0 1
30 MANSEIL CT
SUITE 103
ROS\VEIL. GA 30076
678-250-2325
IN
RIND 5Tffi. TO) PV,, cSaE 40 X
PVC, ADAPTOR CONDUIT DELCH
6RADEfTYPi
UNDERGROUND CONDUIT 5TUB-UP
No. 14204
7D c C
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DRM t MAD
CHEM PNM
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E-1
PRDP05EV 12 AN5 6TRAI✓F]ED ESI
JW' IATEP COPPER PURE ITtOta T}U PROPOSED
RB5 6401 MAIN LHIT TO TIE I'LPLE L CABNIET
6ROV,V BAR. 6ROLkO PER MAh1 FAGTURER'5
5P5CIFICATI'2iS.
O PROPOSED R2 ASND 5TRAJ ED GREEN
INSULATED COPPER HRE FROM THE: PROPOSED
RAYCAP DC6-45-40-RM TO THE POYEi2
CABIIET ERC" BAR.6RCIUW PER
MAFIJFACTURERS SPECIFICATION'S.
PROPOSED #2 AY6 5TRANDED 6RE N
INSULATED COPPER wRE PROM TIi£ PROPOSED
POEM CABINw TO THE FA5TIN5 GROUND RJNG.
&Rc%o PER mA f,4(TURE3R5 SPEGIFICATlON5.
ICE BR1D6E
EXISTING AT4T ICE
M06E MT)
a BOW ALL STEEL P05TS FOR *F BRIDGE I
H-� WITH 02 AP;5 50LID BARETINNED
COPPER WIRE U51H6 EXOTiERMIG MX>5 AT 6'
ABOVE GRAPE OR FMIDATIOR H41C+E E R 15
H16HER. APPLY COLD- 5W/ AF ERKARD.
E WT DALLY i'£LD OTTER EFD OF LEAD
TO EXI5TIN9 BMIPMW 6ROUND RING.
O5 PROFOGW a2 AAS STRNDED &RHEN
IRYA-ATFD COPPER IVRE FTR9M TTE PROP05W
RiRCAE L CABIWr TO THE ET35n145 MWN
6ROUIRD RING. GROUND P62 FIANJFP GTURETRS
5PECIFICATIONS.
PROPOSED RLr OETR (2) TRUE
DG PONE R GABLES AND (U TFJJW
FIBER GABLE
AG PAa-
G PH IG SGA E JSnla&
� GAJ3INT
3 0 3
50ALE: I" = 5'
PROPOSED 06 AM STRANDED 6REEN
INSULATED COPPER YORE FROM THE
PROPOSED RAYCAP DG6-4a-60-I6--&=
TO THE 5EGTOR 6RWO BAr.6 PER
MANUFACTURER'S 5PECIFICATIONS.
2• PROPOSEDob AWG STRANDED 6REM
I, 1J-ATED CCS YURE I rRai EA6H RR1J TO
THE 56rTOR GRaM'BAR. GTrCJIJHD PER
RANUFAGTURE R'5 5PEGIFIGATIOFS.
3. PROPOSED 06 AW, 5T7 ANDED GRE N
INSULATED COPPER KRE FRONT TEE TMA5
TO THE SECTOR 6ROW BAR
EXISTING
EGVIPF7ENT PAD
vO iD RAYCAP
-4 -bD-RAS INSIDE
-48V PONE R GABIEET
GROUNDING 51TE PLAN
SCALE- V = 3'
r2go'q�jvmo HQ
I. ALL &R11-k{D ETSGTRODE 5Y511249 nwA.UDIN5 TT xfot j JNICATM RADIO, Llal-MWS PRM5CTIOK AND AC PO -ER bas} %IA -L
BE DORPEE) T06ETIE3R, AT OR E A ON &RADE, BY TYiO OR FK7RE CQFph BOHDIFIG CoMMTORS IN ACCORDANCE Yi1TH THE EEC AND
AT! T NO -00011.
2. n -E UUCOHTRAGTOR 5I4,kl PERFORM IEEE FALL -OF -POTS tM& RE5I5TANCE TO EARTH TESTING OPEZ IEEE 1100 AND 01) FOR
C-RO11LiD ET.VCTRODE SYSTEMS. TE5T1N6 SFV+LI- EE IN ACCORDANCE WITH SPECIFICATION 24-Jb2-000-5P5-r-f"-Q0001. USE OF
OTHER FETHIOV5 FUST BE PRI=-AFPR47VED BY CCf%7RAGT0R IN YPITHNG.
3. 11E TFAGTOR 511Pv L FURUil51{ RID f. STALL SUPPLE ENTA1. G-RO" EL5GTRODF5 A5 N�RSJ TO ACHIEVE ATILT RESULT
OF 5 OI>y a OR LE55, Yiif7l AJDItiG F1EOTR.ODE5, CONTRACTOR W _L F4WWAIN A MINI" D15Tf%"iC.2 Rc`TYWt Ti ADDED
RX-6TRODE AND AW OTHER EA5TI9c5 ELECTRODE EXAL TO TI -E. RJED Int*TH Of TW ROD. IDENLLY, CONTRACTOR SHAD 5TPJYE
TO Kffi' TIE 5EPARATIDE{ DISTA.'rE EWA- TO TKCE THE EMED l-U*TI-I OF TIE RODS.
4. THE SLEGOHTRACTOR 15 RESPONSIBLE FOR PROPERLY 5EaeICING 6ROMIIIt AND UNpfR&RC"D, CONDUIT INSTALLATION A5 TO
RREVEW AV LO% OF COHTTTVITY IN THE 6RoUNp;N,5 SYSTEM OR DAMA&E TO THE CONDUIT.
5. METAL CONDUIT AND TRAY 5RA L. BE &RC(MtD AID' 14AM TLECTRI(ALLY COHTIRX% YUTH L15TED BONVI16 FITT11465 OR BY
BONDING ACROSS THE [?ISCONTTNIIIY KT14 Pb AW5 COPPER PURE AND UL APPROVED &RA ONS TYPE COKDUIT CLAMPS PER NEC
AND AT4T NO -00011.
6. MAL RAGWAY WITH 6iR�i ItC3JLATIOt5SdED IN A.CGORDAWZ NTH TW EEG WALL BE INOT BE 05W AS 1�E W-0 RE%jREo R RD S
NIREDRQ INSTALLED N F LIR n TO
BTS EOJ11FHEW,
1. CON1ECTlONS TO THE 6RDUND BU5 %HALL NOT BE DCUBLED LP OR 5TACKED. BACK-TO-BACK CONNECTIONS ON OFF051TE SIDES
OF THE 6RCUND 905 ARE PERMITTED.
0. ALLHIRH CONDUCTOR OR COPPER GLAD STEEL CONDUc TOR 5HALL NOT BE USED FOR 6ROIINDIN6 CLO C TIONS.
q. VSE OF qO' mm5 IN TLE PRpiEGT10N &ROLRH17m GOHTJLL'TOR5 SHAH. BE AVOIDED WHEN 45' 5eO5 CAN BE ADEGJATELY
SUPPORTTD. III ALL GA5E5, E 05 SFOU BE F1ADE Kni A MINIMUM BEND RADIUS OF 0 RICHES.
10. EACH INTTBRIOR BTS CABINET FRAC INTH 54,LL BE Dipa TLY LOHhSGTED TO THE HA5TER CSD UAR PUTH $2 AYHG
STRANDED, 5REEN 116.1 ATED SUPPLEE3ITAL EGUIPb NT &ROM WJRE5. EACH OUTDOOR CAESNNET FRAFEA L INTH SHALL BE DIRECTLY
CONNEe,TT_D TO TIE EMED &R4[Re7 RING WITH u 2 AYT7 50LID TIN-PLATED COPPER WIRE,
II. ALL EXTERIOR GRGU o CANDUGTOR5 BETYEEN EQUIPKE?a/GROUND BARS AND THE &ROW RING, SHALL BE 02 AWG 50LID
TIN-PLATED COPPER SR1.Ee5 MIERiiJ5E INDICATED.
12. EXOTH5zHiC YEU* ViAL.L BE USED FOR ALL 6RC(kWlK5 GONUErJJCXiS OELO,q GRAD. COMEOTI0H5 TO ABOVE GRAM
EXTERIOR UNITS SHALL BE MADE WITH EX0TI-UZMIG Yt3.D5 H -ME PRACTICAL OR KRI 2 HOLE HECWHILAL TYPE 5RA55
CCOEGTOR5 YIITH{ 5TAJMXfY5 STEL HARDWAFZ-r, It3r1L]1DING SE=T SC S. H1GfT HRE FAn- MW GO ECTOR5 MAY ONLY SE USED
WIT}i ?MTTEN PERN15510H FROM AT4T RMZ'<ET Ra'RESENiATI VE.
13. EXOTi-ERMIC M D5 %HALL BE PERMITTED ON TOHER5 ONLY WITH THE E *IREr{ APPROVAL OF THE TO E R MANUFACTURER OR THE
CONTRALTOR5 5TTMnJRAL ENGINEER.
l4. ALL PURE rD WERE 6RC1W COFCEGTIONS TO TIE INTERIOR 6RGUND RUN& 5}iAJ I_ BE FORMED U51NG HIGH PRE55 CRIMPS OR SKIT
BOLT C094"EGTOR5 OiE3RE 1WI6,ATED IN THE DETAILS,
15. ON AP T 'AY FOR
WIRE T REECC>N<-CTOR5. 22 HOLE�Mt mCWUXICALL TYPE B FGRASS WtON EGT STAIt�IRE WZARD COPPER 10STEEL HARD', LIRE, IHGLUVING SET
5CR&6 `. HALL BE USED FOR GOREGTWH TO All. ROOFTOP BTS EQUIPIEiT AND STRUCTURAL STEEL.
W. ICE GRUDGE VOtG7M CONDUCTORS %I.AL BE EYOTIBRUTCALLY BONDED OR BOLTED TO THE BRIDGE AND TIE TOYER ORO"
13AR U5135 TYiO HOLED FEGH{ANICAL TYPE BPA:% C41'BEGTOR5 AND STWNLE9 STEEL HARD ARE.
11, APPROVED ANTIOXIDANT CoAlIN65 (IE, CONDUCTIVE 6H- OR PA5M MALI. BE U5ED ON ALL GOMPRE5510N AND 13OLTED GROUND
coNz,noNs.
10. ALL EXTERIOR 6Ro" CONIrG710t5 5HALL BE COATED YUTH A CORROSION RESISTANT MATERIAL.
tom; o .
0
30 MANSELL Cr
SUITE 103
ROS WELL, GA 30076
678.280-2325
Fib
Iq. MI56ELLAHEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAFIES AND'SUPPORTS %W -L BE BONDED TO THE GROUND
R1145, IN ACCORDANCE WITH THE We,.
EXISTING MAIN
GROUND RINs 20. BOND ALL METALLIC,OB EC15 "THIN 6 FT OF THE BURIED6RCXf1<7 RING WITH# 2 SOLID AWG TIN-PLATED COPPER6RAUND
(APPROX. LOGATIOW CONDUGTOR.
21. 6ROM CON=TOR5 USED IN TWE FACILITY 6RGUND AND LI6HTiiING PROTECTION SYSTEMS %k L FLIT BE ROUTED TTIRa"
UYi
t,ETALLIG OB ECT5 MT FORM A RIN5 AROUND THE COEu7L'uTOR, 511tH AS FETAL.LIG CONDUITS, FETAL FORT CLIPS OR 5L�N
TT�2GU6H YLAL.LS OR FLOORS. 401 IT 15 REWRED TO BE 1iO4ED IN CONDUIT TO MEET COPE REQIJIRDEM-5 OR LOCAL C.OWlTlON5,
ll5F OF F1ETA.L CONDUIT 15 U M&JDA%-E (Ehl
N
N0:44ETALLIG MATERIAL 5UCii AS PVC R.ASTIG COF UIT NIAL_ Ee USED. ISE
NON-I-ETALLIC LONGUIT FRONEMTED 13Y LOCAL CODE) TIE 6RGUtD CONDl1GTOR %W -L Be BOTDED TO EACH END OF TFL METAL
X
�l
CONDUIT WITH LI5TED BONDIN5 FITTIW{6.
22, 6ROUND ALL RF EGUIRiENT' INGLUOINS BUT NOT LIMITED TO COAX, DIPLE , SUR&E ARRESTORS, TMA' , ANTENNAS, 4 ANTENNA
MASTS PER NEG AND AT4T ND -00011,
EXI5TIMG ATTT
CONCRETE PAD
t�D C
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DESim. MAD
DPM MAD
CHEM FW
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Ewa
ANTENNA MAST--,,,
PROP05M RRU—,,,�
PROP05M RW—,,,,
PROPOSED
RAYGAP
GABLE 6ROUNDING KIT W/
VEATH ERPROOFING
(♦FOR 65M DOAK ONLY)
COAXIAL GABLE
TO ANTENNA
(65M ONLY) —
5/b' A 5TAJHLE9
5Tffi BOLT /— 110 411LE COPPER
GOMPRE551GH TYPE
6RCLW LUG
FOR 5$'Tffit "' DIA HILTI
KI -4K BOLT II KTH GOPLER
Ft712 SG1 _BRlix, STANDARD
316' VIA, WT5 4 WA5HER5
EE.45TKN i CRO" BAR
AT BASE OF TOYER
(COAX GABLE ONLY)
EXISTIW GROUND BAR AT
EWIPMEW GABIN ET OR
OUTSIDE OF SHELTER
(COAX GABLE ONLY)
NOTESL
I. CABLE 6ROUND KIT AT PROP05M ANTENNA TO BE MOUNTED
WITHIN b' OF C.OKEO11OR TO AHTB01A
2. GABLE 6ROM KIT AT BASE OF TOMER TO BE MOUNETED
WITHIN $b' AEOVE V413ZE THE CABLING BUM AYtAY FROM TNS
TOW92.
GROUNDING SCHEMAT G FOR PANEL ANTENNAS
NOT TO SCALE
06 AWS STRANDED COPPER
6RO[W CON 01.6TOR
tJ --- GABLE TO RBS
I. Do NOT INSTALL. GABLE CRMO KIT AT A BEND.
2. XMYS VIR5CT 6RC(HD WIRE VOVN TO 6ROUND BAR
5. 6ROLHDING KIT t VEAlHE R PFO?OFIW5 KIT 51ALL BE
TTPE 4 PART It A5 SIE ME7 OR RECAW4qRDED BY
GABLE MANIFA6TURJ3i
COAX CABLE GROUND KIT
NOT TO SCALE
MOWNS BRACT INSULATOR
3nH1AW IP 0 0 0
0 0 0
o ° 0 ° a
0 0 p 0 0 0 0 0
0 0 0 0 6 0 0
iiii�jj(((JJJy 0 0
0 COPPER BkR.
V4'x4'xL
t CAO•aD
TO6ROCt�6: CCTtEGT1DH )
RRN5
NOTE, L = A5 REQUIRED FOR ALL COMFGTIONS
PLUS 50% RMJRE CAPACITY.
GROUND BAR DETAIL
NOT TO SCALE
NOT TO SGALE
ARRESTOR
--GONNECT10H PER
MANX:ACTLRMt 5
SPECIFICATIONS
k#b ANS 5TRANV® GREEN
IWALATED COPPER WIRE
TO 6Ri0Iw BAR (RYPJ
NOTE, ON OUTDOOR SITES, INSTALL VE=ATHERPROOFIN5
AT EACH CONdEGITOH PER AT4T SPE53C,1FICATIM
SURGE ARRESTOR GROUNDING DETAIL5
NOT TO SCALE
SHELTER GEILIN5
OR ICE BRIDGE
5/d' VIA. ALL TWZADFD
ROD. GUT ROO TO
REQUIRED LEN5TH MTPJ
PRCMDE WT5 4
WAS TOP 4
BOTTOM (TYPJ
CONFECTION PER
MAN lFAGTU2ER5
SPECIFICATIONS
,to AYES 5TRANDED GREEN
lW:(kATED COPPER WIRE
TO 5RDUND BAR (TYPJ
REGIS
No. �41
0 G
PPQR�
30 b1ANS ELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
N9
oEsc O MAd
um MAD
°E(MD: PW
im k KIF034
EM4
FLAT VNASH432 =2 N
GONE7UGTOOWTO R
Z6RWV
BAR OR LOCK KA&M
Pl000 I -5/e'
MECHANICAL GROUND CONNECTION
RE5i}REE `r AS
REQUIRED (TYPJ
D
O
@
O
Q
❑
PRDP05W
NOT TO SCALE
PANS ANTI fM
n
V
n
@
16 A,0 STRANDED 6REEN
IN5UL.ATED (fYPJ
GA%E- TO ANTENNA
DIPLEXM 5BOXED TO
F_7(15T195 SECTOR
UFU5TRUT WITH MANIFAGTUREns
BAR
SUPPLIED HARVViARE fTYPJ
YEATFERPROOFING KIT
COAX GABLE 6ROMIN6
CLAMP KIT
DIPLEXER GROUNDING DETAILS
EE.45TKN i CRO" BAR
AT BASE OF TOYER
(COAX GABLE ONLY)
EXISTIW GROUND BAR AT
EWIPMEW GABIN ET OR
OUTSIDE OF SHELTER
(COAX GABLE ONLY)
NOTESL
I. CABLE 6ROUND KIT AT PROP05M ANTENNA TO BE MOUNTED
WITHIN b' OF C.OKEO11OR TO AHTB01A
2. GABLE 6ROM KIT AT BASE OF TOMER TO BE MOUNETED
WITHIN $b' AEOVE V413ZE THE CABLING BUM AYtAY FROM TNS
TOW92.
GROUNDING SCHEMAT G FOR PANEL ANTENNAS
NOT TO SCALE
06 AWS STRANDED COPPER
6RO[W CON 01.6TOR
tJ --- GABLE TO RBS
I. Do NOT INSTALL. GABLE CRMO KIT AT A BEND.
2. XMYS VIR5CT 6RC(HD WIRE VOVN TO 6ROUND BAR
5. 6ROLHDING KIT t VEAlHE R PFO?OFIW5 KIT 51ALL BE
TTPE 4 PART It A5 SIE ME7 OR RECAW4qRDED BY
GABLE MANIFA6TURJ3i
COAX CABLE GROUND KIT
NOT TO SCALE
MOWNS BRACT INSULATOR
3nH1AW IP 0 0 0
0 0 0
o ° 0 ° a
0 0 p 0 0 0 0 0
0 0 0 0 6 0 0
iiii�jj(((JJJy 0 0
0 COPPER BkR.
V4'x4'xL
t CAO•aD
TO6ROCt�6: CCTtEGT1DH )
RRN5
NOTE, L = A5 REQUIRED FOR ALL COMFGTIONS
PLUS 50% RMJRE CAPACITY.
GROUND BAR DETAIL
NOT TO SCALE
NOT TO SGALE
ARRESTOR
--GONNECT10H PER
MANX:ACTLRMt 5
SPECIFICATIONS
k#b ANS 5TRANV® GREEN
IWALATED COPPER WIRE
TO 6Ri0Iw BAR (RYPJ
NOTE, ON OUTDOOR SITES, INSTALL VE=ATHERPROOFIN5
AT EACH CONdEGITOH PER AT4T SPE53C,1FICATIM
SURGE ARRESTOR GROUNDING DETAIL5
NOT TO SCALE
SHELTER GEILIN5
OR ICE BRIDGE
5/d' VIA. ALL TWZADFD
ROD. GUT ROO TO
REQUIRED LEN5TH MTPJ
PRCMDE WT5 4
WAS TOP 4
BOTTOM (TYPJ
CONFECTION PER
MAN lFAGTU2ER5
SPECIFICATIONS
,to AYES 5TRANDED GREEN
lW:(kATED COPPER WIRE
TO 5RDUND BAR (TYPJ
REGIS
No. �41
0 G
PPQR�
30 b1ANS ELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
N9
oEsc O MAd
um MAD
°E(MD: PW
im k KIF034
EM4
N
S
0'
40' 80'
SCALE: I" =4 0'
885
FOUND UND 3/8" REBAR
a $
4
DETAIL SCALE SCALE 1 "=20'
EQUIP
PAIS EXISTING HFRAMES
PROPOSED DC POWER
PROPOSED CA)
AND H FRAME
1al.a' lrrr rlsavr7' m Pz
IM roma PACs TO PL
1".81 Ludt Lalli ro PL
Isar jWW B rAdW ro PL
Parent parcel (as per Deed) _ 1er.01 XPP Do Po.rA NT Pi
Lots 498 and 500, Dairy Farm Addition to the City of Little
Rook, Pulaski County. Arkansas
Legal Description of dumer Lease Area
(filer Antenna Lease 2006, Exhibit "A")
Those portions of Lots 493 and 500, Dairy Farm Addition to l
the aft of Little Rock. Pv2aski County, Arkansas, as shovm. �1l
an Plat recorded in PW Book 1, Page 117, records of
Pulaski County, Arkansas, more particularly described as
fotiows: Commencing at the Southeast Corner of said Lot
500, thence North O1 degrees 00 minutes 24 seconds East
130.66 feet to the North line of said Lot 500; thence North
86 degrees 08 minutes 06 seconds West 124.38 feet along
said North Itne to tha Point of Beginning; thence South. 04
degrees 61 minutes 55 seconds Vast 10.00 feet; thence
North. 85 degrees 08 minutes 05 seconds Nest 30.00 feet;
thence North 04 degrees 51 minutes 55 seconds East .20.00
feet; thence South 85 degrees 08 minutes 05 seconds East
30.00 feet; thence South 04 degrees 61 minutes 55 seconds
West 10.00 feet to the Point of Beginning.
0.2' 1�2"E 3.28.51'
8.66''—,
FOUND f/2" REBAR #f392-----""
O
O
W LOTS 493 AND 500
64 DAIRY FARM ADDITION
X84° f B' 38"E 30,00'
,1)R.4INACE 1
1 , PIPE HEADWALL
LEASE LINE
EXISTING HFRAME
IFO UND 5/8" REBAR
ISO5.43' 22' W 20,00'
X" loam ro PL
14tl' max rus M PL
1tl.4' MUM L= ro PL
was' sslr s PXLW ro PL
sar MI Be POW ro PL
af6'38"n 170.00'
FOUND 5/8" REBAR
500"Y4'39" W 20.29'
FOUND f12" R-EBA
'9
FOUND dwI FLED X IN dons.
L a G•A TIQN
LEGE)VD
SET 1/2' R68AR
•
POWER POLE
O
L10HT POLE
SIGN
4
WATER YALVE
SANRARY SB1SR YIX—UOU ---- 0
TELEPHONE PEDESTAL
—0
FIRE HYDRANT
is
GAS AMETEK
r1
WATER MRTER—
DROP INLET GRATE
-2
11-
HANDICAP PARMNG
CONTROL POINTS
16
CONCA'WT&
CONC.
GUY FIRE ANCHOR
POINT OF BEGINNING—P.O.B.
ICE BRIDGE t
yyyyll lylyY1141 11111rj",)"""
Qv' A .
o ,
KEEN
'~ t• SURVEYING 1� -1
LLC t� -
vi iz
'••., N0. 1509,.•``_
•�•,
!•'�1!l1�I7lI Il 111451555 y�y��yy
STATE OF
ARKANSAS
NO. 1415
b
14 N,'
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