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AND TURN RIGHT. PROCEED TO N. MARTIN STREET AND TURN LEFT.
PROCEED f OoR ApPROX 300 FEET AND TURN RI6Hi ONTO A
MVrEWY L1 ADIW, TO A PARK AREA. SITE 15 LOGATEP AI!AD,
DEPARTMENT
NAME / 516NATURE
DATE
LAND OPM / TOYIEi OPM
LITTLE ROCK, AR 12205
LATITUDE,
SITE AC42MSITM A6W
WNSIna r
-412.3 Ill
YOIUN6 / PHOMTTINS AGENT
CITY OF LITTLE ROCK
TOYR Ovtsa
A I E MANA6M
720 NEST MARKHAM
C4MTFJZT1ON MANA6M
LITTLE ROCK, AR ?2201
RP ENGINEER
APPLICANrr
AUT MOBILITY
SITE NUMBER:
AR1 565
SITE NAME:
AWE - KAVANAUGH
PROJECT:
LTE
PREPARED FOR:
at&t
PROJECT MANAGER:
WkS TOWER
coMMuNicariaros INC
PREPARED BY:
D AAQ
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30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
TTFf ER AT THS 517E IRSWIRES STRUCTURAL
MMFICA110M PRIOR TO TM PROPOSED
IN5TALLATION ACCORDIN5 TO T►E STRUCTURAL
ANALYSIS PREPARED BY 94T EN6NEERINS DATED
MARY 15, 2011, PRO.E071r 831620.005,
REFER TO THE STRUCTURAL/rOR R MODIFICATTON5
BY 54T EN6INEERIN6 DATED FEBRUARY 2, 2012,
PROSECT Nkt3ER 83180,005.
PROJECT INFORMATION
SITE ADDRE56i
3000 OZARK POINT
LITTLE ROCK, AR 12205
LATITUDE,
34.15735°
WNSIna r
-412.3 Ill
JOSDIGTION
CITY OF LITTLE ROCK
TOYR Ovtsa
CITY OF LITTLE ROCK
720 NEST MARKHAM
LITTLE ROCK, AR ?2201
(�01) 311-4540
APPLICANrr
AUT MOBILITY
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11005 W MARKHAM STREET
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LITTLE ROCK, AR 72211
PRO.EGT MANAGER,
VE5TOVER COMK INICATION5 INC,
4700 5OUTH 150"4AN ROAD
SUITE 100
LITTLE ROCK, AR 72210
EMINEM
PM4A
30 MANSELL COURT, SUITE 103
ROSVELL, 6A 30076
PATRICK VI MARSHALL, P.E.
678-280-2325
POI tM
ENTER6Y
TELCO,
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30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678.280-2323
T -I TITLE 5EET 4 PROX-CT INFORMATION
C -I C-ENERAL NOTES
C-2 OVERALL 51TE PLAN
TOS RXVAA ION ,4HA MOM ORIENTATION
C-5 RFP5
` LTE PL"
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0-4 EQUIPMENT DETAIL5
E-1 ELrGTRICAL 5fTE PLAN
E-2 ONE LINE DIZ
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SCOPE OF WORK
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INSTALLL LTE EQUIPMENT WITHIN AN EX15T1NG UNMANNED
TELEGOM14 NICATIONS FACILITY. INSTALL NEW AND / OR
REPLACEMENT ANTE NA5 ANO LINES ON EXISTING TOWER.
CONI%EGT POYM A}V TELCO TO EXISTING AT4T UTILITY SERVICE.
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DRAWING INDEX
T -I TITLE 5EET 4 PROX-CT INFORMATION
C -I C-ENERAL NOTES
C-2 OVERALL 51TE PLAN
TOS RXVAA ION ,4HA MOM ORIENTATION
C-5 RFP5
` LTE PL"
[W5 j ING DIAOf�
C-8 i=-WIPI`4M M7AIL5
0-4 EQUIPMENT DETAIL5
E-1 ELrGTRICAL 5fTE PLAN
E-2 ONE LINE DIZ
E-4 Vii% 5MAILS
1. .. SSSS..
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ARKANSAS ONE -CALL
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I. THE GENIERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS CONDITIONS AND ELEVATIONS BEFORE 5TAIRT145 WORK, ALL
D15GREPANGIES SHALL BE CALLED ED To THE ATTENTION OF THE ENGIi»R AND SHALL BE ReWLVED BI_FORE PROCEEDING
MTN THE NORK. ALL WORK SHALL BE PERFORMED IN A HORKMAN LIKE MANNER IN AGGORDANGE NTH ACCEPTED
CONSTRUCTION PRACTICES.
2. IT 15 THE INTENTION OF THESE ORANING5 TO SHON THE COMPLETED INSTALLATION. THE CONTRACTOR %WALL 13E
RE5PONSEEILE FOR ALL TEMPORARY BRACING, %HIORENG, TIES, FORM H^sORK, ETC. IN ACCORDANCE NTH ALL NATIONAL,
STATE, ANL7 LOCAL OIRDIRWX-S, TO SAFELY MGUTE ALL WORK AND SHALL BE RE`_512ON51BLE FOR 5At•!E. ALL HORK
SHALL BE IN ACCORDANCE WITH LOCAL CODES.
3. THE CONTRACTOR SHALL USE ADEQUATE NUMBER OF SKILLED HORKMEIH WHO ARE THOROUGHLY TRAINED AND
EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE GOMPLETi -Y FAMILIAR WITH THE 5PEGI;"W PaWIREMMM AND
METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK.
4. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
CON5TREIGTION CONTRACTOR HILL 13E REGUIRIED TO ASSIAE SOLE AND COMPLETE RE5PON5113ILITY FOR .TOB SITE
C.ONDETJOWp, DA45 THE COURSE OF GONSTRUGTiON OF THE PRaE-GT, [WAMIN5 THE SAFETY OF ALL PERSONS AND
PROPERTY. THI5 REQUIREMENT SHALL BE MADE TO APPLY 6aMN .1OV5LY AND NOT BE L114ITED TO NORMA- WORKIW
HOUR5. COH5TRUGTEOH CONTRACTOR FURTHHER AGREES TO IN: NiFY AND Hi" DE516N ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION PITH PERFORMANCE OF WORK ON THIS PROJECT.
5.51TE 6 ZWVING SHALL CAI-SPLY HATH AT47 MOBILITY GROURDIN6 STANDARDS, LATEST EDITION, AND COMPLY KTHI
ATIT MOBILITY GRC+IRIDENG 04ECKUST, LATEST VERS}ON. HEN NATIONAL AND LOCAL GROUNDING GORES ARE MORE
STRINGENT THEY SHALL GOVERN.
6. ALL YK)RK SHALL COMR'LY KITH 05M AND STATE 5AFEIY REWIREIENTS. PR *EDUIREEi FOR THE PROTTOTION OF
MAVATION5, EXI5TIN S, CONSTRU61M AND UTILITES SHALL BE ESTABLISHED PpJOR TO FOUNDATION INSTALLATION. IF
TEMPORARY LIG1iTIN6 AND MARKING 15 REWIRED BY THE FEDERAL AVIATION ADMINISTRATION (FAA), IT 15 THE
uXfTRACTORS RESPONSINLITY TO MAINTAIN THE: NSI E55A6RY LIGHTT5 AND NOTEFY THE PROPER AUT111ORIVE-9 IN LTE
EVENT OF A PROBLEM.
1 ALL NORK SHALL BE ACWo ,IPLISHEP IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL. COPE -5 AND ORDINANCES.
THE MOST STRINGENT CODE KILL APPLY IN THE CASE OF DISCREPANCIES OR DIF3t'ENC.E5 IN THE CODE
REGUIREMENT5.
6. ANY DAMAGE TO ADJACENT PROPERTIES SHALL BE GORREGTED AT THE CONTRACTORS EXPENSE.
q. THE CONTRACTOR i5 RESPONSIBLE FOR PROVIDING A X NbTIGE TO THE BUILDING INSPECTION DEEPAIRTWINT TO
SGIEvVLE TIE REWIRED I14SPEGTION5. A MINIKH OF 24 HOURS OF NNM(GF SHALL BE 61VFN AND THE BUILVJW?
INSPECTION DEPARTMENTS HAVE REGUE5TED THAT 6ROUP�' OF TWO OR THHREE SITES BE SCHEDULED AT ONE TIME IF
POSSIBLE.
10. CONSTRUCTION MANAGER KILL CONFIRM FAA APPROVAL OF TONER LOCATION BY ISSUING TONER RELEASE FORM. NO
TONER SHALL BE GONSTRUCTFD UNTIL THE TOPER RELEASE FORM IS 199UED TO THE CONTRACTOR.
II. THE COMPLETE BID PACKAGE INOUVES THESE CONSTRICTION DRANIN65 ALO% KITH YEN. FINAL RF PES16H AND TONER
STRUCTURAL ANALYSIS. CONTRACTOR 15 RESPONSIBLE FOR RENAEH OF TOTAL BID PACh:A[E PRIOR TO BID SUBMITTAL.
12. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WTHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION.
13. THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE 517E AT ALL TIMES. SILT AND EROSION
CONTROL SHALL BE MAINTAINED ON THE DOrCNSTREEAM 51PF= OF THE 5ITE AT ALL TIMES. ANY DAMAGE TO ADJACENT
PROPERTIES SHALL. BE CORREGTE]D AT THE CONTRAGTOR5 EXPENSE.
14. CLEARING OF TREES AND VEGETATION ON THE 517E SHOULD BE HELD TO A MINIMUM. ONLY THE TREES NECESSARY FOR
CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASE PROPERTY
SHALL BE REPAIRED BY THE CONTRACTOR
15. ALL 501TABLE BORRLM MATERIAL FOR HACK FILL OF THE 51TF ! HfKL BE INGEJJ3M IN THE BID. EXCF- 5 TOPSOIL AND
UNSUITABLE MATERIAL %ALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED 13Y GOVERNING ACtNGIf5 PRIOR TO
DISPOSAL.
16. 5EFDING AND MULCHING OF THE SITE SHALL BE ACCOMPLISHED AS 5" AS POSSIBLE AFTER COMPLETION OF THE
511E DEVELOPMENT. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEGUATE COVER OF
VEGETATION OVER THE 51TE FOR A ONE YEAR PERIOD.
Il, PERMITS, OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC.
18. RECORD DRAYUNG5, MAINTAIN A RECORD OF ALL CHANGES, aD5T1TVnON5 BETNM YM AS SPEGIFIEP AND
IN5TALLEU. RECORD OWISE5 ON A CLEAN SET OF COWrRAGT PRMIN55 HAIGH SMALL N T"T ED OVER TO THE
GON57RUGTION MANAGER UPON COMPLETION OF THE PROJECT.
14. THE CONTRACTOR SFHALL. VISIT THE 517E BEFORE BIDDING ON THE WORK CONTAINED IN THIS DESIGN PACKAGE.
NOTE -5:
I. ALL GIT AND FILL SLOPES SHALL. BE 3 , I MAXIMUM.
2. ALL MAVAT06 ON MCH CONCRETE 15 TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON
LW157VRBW AND ER�PRDZE N SOIL AND BE FREE FROM L005E MATERIAL AND EXCESS GR.OUW NATER.
DEHATERINS FOR E.KCF55 GRCl,i{D RATER SHALL BE PROVIDED IF REQUIRED,
3. COWRM FOI1Ni7ATIONS, SHALL NOT BE PLACED ON ORGANIC IMTERJAL. IF SGVND SOIL 15 NOT REAGFED
AT THE DESIGNATED e+CAVATION DEPTH, THE M6ATI5FACTOCRY 501L SHALL BE EXCAVATED TO ITS RAJ-
DEPTH
ULLDE PTH AHD EITHER BE REPLACED NTH MECHANICA LY COMPACTED GRAMAR MATMAL OR THE eNCAVATION
BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.
4. ANY EXCAVATION OVER T) -E REWIRED PENH %W -L BE FILLED WITH EITHER NEGHANICALLY COMPACTED
GRANILATR MATERIAL OF CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOIRHDATION. CRUSHED
STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION, STONE, IF USED, SHALL NOT BE
USED AS COMPILING CONCRETE THICKNlES .
5. AFTER COMPLETION OF THE FOUNDATION AND OTHER GOH5TRIIGTION BELCH GRADE, AND BEFORE 9AGJK
FILLING, ALL EXCAVATIONS SHALL BE GLEAN OF UNSUITABLE MATERIAL SUUH AS VEGETATION, TRASH, Dli S'
AND 50 FORTH.
6. BACK FILL SHALL Ems,
- APPRDVI77 MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, 5AND, GRAVEL, OR SOFT 5HALE4
- FREE FROM CLODS OR STONES OVER 2-1/2' MAXIMUM DIMENSI085:
- IN LAYERS AND COMPACTED,
7. SITE FILL MATERIAL AND Fd1NDATION BACK FILL SHALL 13E PLACED IN LAYERS, MAXIMUM 6' DEEP BEFORE
GOMPAGTIOK EACH LAYER SHALL BE SPRINKLED IF REQUIRE? AND COMPACTED BY HAND OPERATED OR
MACHINE TAMPERS TO 45% OF MAXIMUM DE N51TY, AT THE OPTIMUM MOISTURE CONTENT 3.296 AS DETERMINED
BY ASTM DESIGNATION D -Mb, UNLESS on* RNUSE APPROVED. SUCH BAC: FILL SHALL NOT BE PLACED
BEFORE 3 DAYS AFTER PLA CagNT OF CONCRETE.
0. THE FOUNDATION AREA SHALL BE: GRADED TO PROVIDE NATER RUNOFF AND PREVENT WATER MOM
STAROM. THE FINAL GRADE: %ALL SLOPE: AMY IN ALL DIRECTIONS FROM THE FOUNDATION AND SHALL
THEN BE COVERED MTN 4' DEEP COMPACTED STONE OR GRAVEL.
q. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES A5 REQUIRED BY LOCAL
CITY, COUNTY AID STATE CODES AND ORDIHIANCE5 TO PROTECT EI.8ANKMWM FROM 501L L066 AND TO
PREVENT ACGfR•111LATIOH Of SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION
AREA. THI5 MAY INCLUDE SUCH MEASI)RES A5 SILT FEWE5, %TAH BALE 5EDIM> NT BARRE R,5 AND CHECK DAMS.
10. FILL PREPARATION,
RET LOVE ALL VEGETATIOK TOPSOIL, DEMS, WET AND UNSATISFACTORY SOIL MATE RRL , OBSTRUCTIONS, AND
DELETERIOUS MATERIALS FROM GROUND S+JRFAGE PRIOR TO PLACING FILLSPLON STRIP OR BREAK UP
SLOPED 5URFAGE5 STS THAT I VERTICAL TO 4 HORIZONTAL 50 FILL MATERIAL KILL BOND HITH F-XI511W
SURFACE. WEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DEW2iTY LESS THAN THAT
REGUIRE D FOR FILL, BREAK IF GROUND 5111RFACE TO DEPTH REQUIRED, PULVEi2HZE, MOISTURE-OVOITfON OR
AERATE SOIL AND RCGDMPAGT TO REOJIRFD DENSITY.
11. REPLACE THE EX15TINN5 HEARING SURFACE ON AREAS M" HAVE BEEN DAHA&M OR REMOVED DURING
CONSTRjjs_rTEDN OPERATION%. SURFACE SHALL BE REPLACE TO MATCH EXISTING ADJACENT RRFAGING AND
SHALL BE OF THE SAME THICKNESS. NEK SURFACE SHALL BE FREE FROM CORRUGATIONS AND HAVES.
EXISTING WURFACING MAY BE Ex6AVATEP SEPARATELY AND RE15ED IF INJURIOU5 AMA"T5 OF EARTH,
ORGAHIG MATERIAL, OF OTHER OR ETERIOU5 MATERIALS ARE Ra4OVED PREOtlR TO REUSE. FURNISH ALL
ADDITIONAL RIES4 =ACING MATERIAL A5 REWIRED. BEFORE 5URPAGIN5 15 REPLACED, SUBGPADE SHALL BE
GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE
TFHOROr4tY COMPACTE=D. DEPRE95 a IN THE 5UBGRADE SWELL BE FILLED AND COMPACTED NTH
APPROVED 5RLEf7IEJD MATMAL. S1RFAGIN5 SHALL. NOT Be 05M FOR FILLING DEPRESSIONS IN
THE SUBGRADE.
12. PROTECT EX15TING SURFACING AND SUI35RADE IN AREAS YHHME EQUIPMENT LOADS NULL OPERATE. USE
PLANKING OR OTH�ER r,/JETA3LE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS, HRl3'AJR DAMAGE TO
EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE 15 DUE TO THE CONTRACTORS OPERATIONS.
DAMAGED GRAVEL SURFACING SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING
AND SMALL. BE OF THE SAME THICKNESS.
13. DAMAGE TO E X15TING STRUCTURES AND UTIWIF-ro REaLTING FROM CONTRACTORS NEGLIGEWE SHALL BE
REEARED / REPLACED TO OYNERS SATISFACTION AT CONTRAGTOR5 EXPENSE.
14.60W. RAGTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY O"IER 50 AS TO AVOID
INTERRUPTION5 TO PROPERTY ONNNER'S OPE RATION5,
15. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION,
16. RIPRAP 5HALL BE GLEAN, HARD, SOUND, DURABLE, UNIFORM IN 6DALITY, AND FReE OF AW DETRU EWAL
GUAHTITY OF SOFT, FRIABLE, THIN, H.ONHGATED OR LAMINATED PIPGES, 0151NTE&RATED MATERIAL, ORGANIC,
MATTER, OIL, ALKALI, OR OTHER SM5TANGE.
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PROPOSED R95 6601 MAIN UNIT INSIDE -
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HANGER ADAPTER
ROSEI PAI
GX608-WWTII OR
5HAP-IN HA ,-M
RD5EMNER� PART NO.
TH4A5-VO-10 OR EWVALE
SNAP -IN HANGER,
R0513 PART NO.
TH4016-DGII4 OR E-QIIIVALENT
HAN6M ADAPTER 6ROMMET,
ROSE16IM ,62 PART NO.
GX60B4IA0T20 OR EWVA3
DG GABLE BUNDLE
,qq
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r��4<1iiLL��+
HQTE51
I. RSR TO J5A DOG11�' USS FoR EXA4-T GAME I
AND M WACTWER 5PWFrA-M5 FOR PP.OPM
6WHMET5 AMD HAN6EP5 TO SUPPORT THE HBM AND
DG GABLE awl -M.
2. REFVR TO 5TMTLRAL ANAL.Y515 FOR EXALT GABLE
ROUTIH5 ARP HaMIN5 o0WI&WATION.
HANGER ADAPTER GROMMET DETAILS
NOT TO SCALE
PROP05M HAWAR
BRAGTLET'S FOR GABLE
ROUTING 04ot1HT ON SIDE
OF H+W-E CL05E5T TO
Ir -m ARIf1FFI
18' x 16'
J1NGT10N
BOX
POEM 12'XI2'XV2'
PLATE ATTAaW WITH
(4) V2' HILTI KKK BOLT II,
4' MIN. M43Fy. (IYPJ
EXISTINS'
CONCRETE PAD
• ,'�is ' •4 ��• T •.y 4. .
A
FRONT VIEW
R' .15'
4' DIA. 50H. 40
SUPPORT PIPE
125d25d/2' PLATE
HTH (4) 4/16' Var:5
BASE PLATE DETAIL
NOT TO SCALE
51DE VIEW
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30 MANSELL CT
SUITE 103
ROS%VELL, GA 30076
678•280.2325
SW
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4' DIA X 7' LONG, WH, 40,
6ALVAN ZED SUPPORT PIPE (TYPJ
P9000 UNISTRUT ATTACHED TO
5"ORT P1PE5 PATH 5TA 0ARD
PIPE a AM,m OR L}-am5 (TYP)
ATlT
LTE
GABRET
PROVIDE STANDARD
UNISMIT GAPS FOR ALL
EXFIm" EMS "i �
PROP05M HAWAR
BRAGTLET'S FOR GABLE
ROUTING 04ot1HT ON SIDE
OF H+W-E CL05E5T TO
Ir -m ARIf1FFI
18' x 16'
J1NGT10N
BOX
POEM 12'XI2'XV2'
PLATE ATTAaW WITH
(4) V2' HILTI KKK BOLT II,
4' MIN. M43Fy. (IYPJ
EXISTINS'
CONCRETE PAD
• ,'�is ' •4 ��• T •.y 4. .
A
FRONT VIEW
R' .15'
4' DIA. 50H. 40
SUPPORT PIPE
125d25d/2' PLATE
HTH (4) 4/16' Var:5
BASE PLATE DETAIL
NOT TO SCALE
51DE VIEW
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SUITE 103
ROS%VELL, GA 30076
678•280.2325
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{rYp j
PRoPOr.Ef3 2-916' ov x 61 LONG
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PROPO5w LTE ANTENNA AND
DONNTILT BRACKET "J
PROPOSED RIW541
LTE (1OOHW
PROPOSED UNIVERSAL PIPE
ADAPTER KIT t THREADED RODS -
FIELD LOCATE AS RE011RED
"I
LTE RRU5-II MOUNT DETAIL
NOT TO SCALE
PROPOSED RAYCAP ,
006-48-W
Ovmv1OI
PROTECTION LOT
PROPOSED RAYCAP
BRAD
PROPOSED RAYL/
SUPPORT HARM
HQIEL
Im T YtR{TiW DETAILS 5H" OH WI$ 5flEi' ARE
TYPICAL INSTALLATION DEfAlL5 74 AT MAY HOT
WORK ON ALL 5M. PMlA WAS HOT PROADW
rH All ANTERIA MOL14T MAPPINE: REPORT. PMtA
5 HOT PERFORMED A STRUCTURAL EVALUATION
' THE EXIST116 AHTVM MOUIiT(5)-
MONOPOLE INSTALLATION
PROPOSED RAYCAP `50110'
DC6-49-&)--Ia,w OVBZVOLTASE
PROTECTION UNIT (rYPJ
PROPOSED RAYCAP F (MT1N6
BRACKET M7J
PROPOSD RAYCAP BASE PORT5
MPJ
PROPOSED RAYCAP GABLE
SUPPORT HARMS (TVPJ
TOWER LEG OR PIPE
MOUNT INSTALLATION
RAYGAP 5QUID MOUNT DETAIL
NOT TO SCALE
E)05TIH5 MONOPOLE
TOWER "i
56CURE RAYCAP MOUNITN6
BRACKET TO MONOPOLE FACk
WITH VNi40W STAIR -E55 STEEL
6ANDW, STRAP (PART MBI-F&V
ANP TENSION BUCKLES (PART
091T10) OR STRUCTURAL.
EWWALETT (TYP)
TOWet LE& OR 5TANDOFF MOUNT
TUBE 143MER R64R TO TOWER
PLAN FOR SITE SPW FIC LOCATION
(rYPJ
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30 MANSELLCT
SUITE 103
ROS WELL. GA 30076
678.280.2325
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MCUNTIN6 HARDKARE SUPPLIED .^
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GOFPANY REWRB•ENTS
EXISTING
MUX BOX
EXISTING
AT4T AG PANEL
� 0
PROP05M -48V }
R F:TRCAL KEY NOTES,
NOTES, I. LEAN COHGRE•1•E, RED-GOLORW TOP, MAY BE
30161ANSELLCT
PROPOSED N V CONDUIT MTN W06 AWG,
PRLP05ED GONmWTS AND GABLE TO
l3E LAE6 ED PER AT&T 5P6GIFIGAT10N5.
USED JK PLACE OF GOI PAGfED
SAND.
SUITE 103
ROSWELG OA 30076
�J
N66G AND N g'4 COtNDIIIT MTN WOO AWG,
FINISHED 6RAaE OR
6ROUND COVR y MATCH
RBS CABINET
676.280-2325
cm
Ow Mai nE EASTim AG PARI TO
TIC PROPOSED -40V POSER PLANT.
(1400)
SLOPE AIS Twwe% OF
TRENCH
}
WHTITIRAGTOR SHALL COORDINATE THE
EXISTING
PROPOSED RAYGAP
(�1
V
PROPOUP 612 AM a COIVXTORa`
FROM THE PROPOSW -45V PLANE TO
INSTALLATION OF A HEK -46V 5YSTE4 PER
AT&T SPECIFICATION MTN THE
UNDISTURBED
501E
DCh 48 bO RH INSIDE
CAUTIONARY TAPE
�d
ITE FRAYGAP DGb-48-60-RM.
CONSTRUCTION MANA6M
NEE -4bV P0K R EASWr
DIPLFXER
PROP05EV 612 AS S Ix CMXD GTOPS FROM
x-
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COMPACTED BACKFILL
YV 5AT15FACTORY
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THE RAYGAP DC6-40-60-RH TO TW RD5
6601 MAIN CHIT.
� �
- - -
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NATIVE OR IMPORTED
501E
CONCRETE PAD
- _
SAND
®
(.
PROPOSED 2` CONDUIT FOR TEL( GABLES
ru: I
(5m NOTE U
FROM THE PRDP05W OPT-E41W1 TO V&
EXISTING AT&T
RHS 6601 MAIN UNIT. ROUTE GABLES
FJS{5Tlhbta.
lJ
~'•,
THROM THE 12' X 12' JJ NGTION BOX
j
GOWAGTED SAND BED
OPROP05M
RO--EWH R (2) TRU W DG POPM
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ELECTRIC FOR T13FPFIOIE,
-
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GABLES & AYf5, GLA% 137 STRMPS AND N
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ELECTRICAL, 4
9` I
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TRUNK FIBER CABLE WDGTfZMW250ON' E45TIM, CHAIN
ROUTED ALONG ICE BRIDGE. LINK FETIGE
(BWn900)
SHAWH6 WHERE
APPLICABLE x
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x x x—x x x
— c
x x x x
It
5` 4TlW
CONCRETE PAD
IFX5TJI
UTILITY H STINE
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MUX BOX
EXISTING
AT4T AG PANEL
-\
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DG POWl3i & i1
BATTER CABINET
EXISTING 2106
EXISTING 2106
\��
EXISTING GIENRA
�� '\
R09 CABINET
RBS CABINET
RIGID STGOlIN6
;I---
cm
(1400)
(850)
}
PROPOSED RAYGAP
iI
EXISTING
DCh 48 bO RH INSIDE
EXISTING
I
I EG,l11PH9lT CABINET
NEE -4bV P0K R EASWr
DIPLFXER
FRA14E {I2)
I
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EXISTING ATlT
CONCRETE PAD
I1
EXISTING AT&T
TELGO CABINET
FJS{5Tlhbta.
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POSED RB5
PRO6601 MNN UNIT INSIDE INSTALL ROSE NBERGER
4' GABLE
BRIDGE ("J
NT
TELCO CABINET
NEW AT&T LTE CABINET MOUNTED ON ENTRY BOOT
IN PROPOSED
UNUSTRUT ON EXISTING ICE BRIDGE GABINET PARTS
OX401-MI0110
POSTS. INSTALL A 16' X IB' AINGTIOH
BOX UNDER THE LTE CABINET.
ELECTRICAL 51TE PLAN
SCALE, V = 9' - FXI5TTNG BUILDING
N CONDUIT SIZE, TYPE, QUANTITY AND 5EPAfRATTON
DIM 4VON TO BE VERIFIED WITH LOCAL IMLITY
PVC, ADAPTOR CONDUIT BUM
GOFPANY REWRB•ENTS
GRADE (TYPJ
DIRECT BURIED GONDUIT
(RIGID STEEL CONDUIT
ILW FOR SPARE RIGID STEEL
CONDUIT)
GONDUIT
RIGID STGOlIN6
;I---
cm
CORMT ABOVE
GRADE
GRADE s
RIND STS
CONDUIT AT
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RIND 5TEEL TOV-PYC cW8)UE 40
PVC, ADAPTOR CONDUIT BUM
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UNDERGROUND CONDUIT 5nS-UP
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]WILATT D COPPER NATE FROM THE PROPOSED
RB5 6601 MAIN UHIr TO TIE PURCEL GAERNEr
6ROUl;I7 }IASL GROUND PER MANUFACTURE 5
5PECIFICATIONS.
PROPPOSED 42 AM STRAH12W GREEN
INSULATED COPPER PURE FROM THE PROPOSED
RAYGAP PC*-4840-RH TO THE PaIM
CABNWT GRcURv BAR 6RCUND PER
MANUFACTURER'S r„PECIFICATIOHS.
QPROPOSED) 02 AFH5 STRANDED GREEN
TWPULATED COPPER NOIRE FROM PC PROPOSED
POPE R CABINET TO THE CASTING GROUND RING,
6RO" PER MAR FACTURE 5 5PE(IFICATION9.
PROPOSED 02 AHTS STRANDW GREEN
INSU ATID CpPPIER H RE FROM THE PROP055M
PURGE LL GANW-7 TO THE EXISTING MANN
6ROUD MW. 6fza IL7 PER MANUFACTURE=RS
SPECIF4ATION5.
O BOND ALL STEEL P05T5 FOR ICE BRIDGE i
H-MgE NTH 92 AH16 SOLID BARN TIMCNM
COPPER NURE USING EXOTHE R O HELD5 AT b'
ABOVE 6RAVE OR FOUNDATION, MICHEVE3R 15
H161 -15L APPLY uXD{SALV AFTE RNiARD.
EXOnIERH1CN.LY NEM OTHER eV OF LEAP
TO E aSTTNG EOUIPM Uff GROUND RING.
F-X15TIWv CHAIN
LINK PENCE
x x x x x x x x x
EXI5TIN6 AT4T
CONCRETE PAD
Tl'L'i32 TOP GRLIIH£D]Nb NNOI�i
I. PROPOSED 06 AWG STRANDED GREEN
INSULATED COPPER HRE FROM 1HE
PROPOSED RAYGAP Wh-46-60
TO THE SECTOR 6RGUi0 BAR PM
MANUFAGIMMIRS 5PECIFIGATIONS.
2. PROPOSED 06 A6'ib STRANDED GREEN
INSULATED COPPER NUIRE MOM EAC14 RW TO
THE 5PCTOR CROM D BAR. SROVO PSR
MANUFACTURERS SPECIFICATIONS.
3. PROPOSED 46 AW6 STRANDED 6REiN
UNSUATED COPPER WIRE FROM THE TMAS
TO THE SECTOR 6ROUND BAR.
-. I
UTILITY H -FRAME
EXISTING
MJX BOX
i
i
PROPOSW -4aV
DG PON R 4
BATTER CABINET i■ E XISTIN6 2106 EXISTING 2106
RBS CABINET RBS CABINET ■■
6900) (850)
PROPOSED RAYCAP ■
OCbINSIDEEXISTING
i
`
NEA -48V POPEr R CABINET DIPL.E.DER
3 w _
EXISTING AT4T FRAME 629
o
CONCRETE PAD i 2
EXISTING ATIT
■ ° ° TELCO GABINNIFT
yj y
un EXI5TIN6 3106 `■■�
H -FRAME RBS CABINET ■
4 ' (MA900)
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EXISTING, Uri 1
GENERATOR
4 _
EXISTING
5 E GUIPM1ENr
CABINET
RD5 6601 MAJN UNIT INSIDE FXI5TIN6 AT4T LGE EXISTING ATIT
NW ATI T LTE GANNET MOUNTED ON WJP E (YPJ TELCO CABINET
UIt5TRVr ON E 45TTN5 WFRAPE POSTS.
INSTALL. A W X 18' JWTTON 0OX
MOM THE LTE CABINET.
6RAPHIC SCALES
3 0 3
GROUNDING 51TE PLAN
50ALEi I" = 5' SCAT-Ei r = 3'
F-Xl nNb
AT4T AC PANEL
EXISTING CIENNA
EXI5TIN6
EWUIPHENT CABINET
6ROLIHDIN6 NOTES
I. ALL 6RGTto ELECTRDDE 5Y5Ti345 6HCLL> H6 T8XZOf44LHICATI0K W10, LIWTNIN6 PROTFGnOK AND AC POPM &E55) .MALL
BE BOWED T06ETHI37, AT OR BEiOW 6RADE, Br Two OR MosE capEz BOW49 CON=ToR5 tN ACCiORDANCE ruTH m HFc AM
AT4T ND -00011.
2, THEE ReCoHnz. CTOR SHALL PEFFORm IEEE FALL-OF-POWiTIAL RER5TANCE TO EARTH TE5TIH5 {PM Its 1100 AND 80 FOR
6ROUND RZOTRODE SYSTEMS, TE5TTNs %W -L BE IN AC.C.ORDANGE NTH SPECIFICATION 24182-000-9P5-EWO.00001. USE OF
OTHER METHODS R 5T BE PR -APPROVED BY CONTRACTOR IN MT1 N6,
8. TRE SUBCONTRACTOR SRALL FURNNISH AND INSTALL SALE 5 A5 } TO AOHIEVI AT T TtC1LT
OF 5 CHAS OR LE95. NiEEH ADDING EECTR,ODES, CONTRA( TOR SHALL MAINTAIN A MINIMA DISTANCE BE� THE AD=
E1.EGTNO9E NO ANY OTHFIi EXI5nH5 ELECTRODE ESUAL TO THE BURIED LFNSTH OF THE ROD. IMAL.L_Y, CONTRACTOR SHALL STWVE
TO KEEP THE SWARATTON DISTANCE EAVAL To TWICE THE! BMED LB TH OF THE RODS.
4. THE SUBCOITTRAGYOR 15 RESPONSIBLE FOR PROPERLY SEGfJ W IN& 6ROUNDIN6 AND UNDERGROU :D CONDUIT INSTALLATION AS TO
pREVE}7'T ANY LOSS OF CONTINUITY IN TIE 6ROUH PIH& 5Y5TEM OR DAgA6E TO THE CODUT.
5. METAL CONDUIT AND TRAY 5HiAiL Bf 6RCQWW AND MADE e-rj T NCALLY CONTTWZ NTH LISTED BONDING NTTTN55 OR BY
t30NDINNb ACROSS THE DI5COHf RjITY NTH 06 AM COPPER PURE AND UL APPROVDD &RfJ[RUDINS TYPE CONDUIT CLAMPS PER HEC
AHD AT4T ND -00011,
6. I -SEAL RAUMAY SHALL MTN GREEK IWC-AT10K 51ZED 1N EACC.ORDANCE DOTH THEHE Wf� SHALL BE FURNISHED AND INSTALLED WlR USED AS THE NBC, REGURED EWTMENT 6ROUNID CONDUCTM STRANDED COPPER CPOVER CITo
BTS EGTUIPMI NT.
1. CONNNSCTION5 TO THE 6RO.M BU5 SHALL NOT BE DOUBLED IF OR 5TACKED. BACK-TO-BACK CON W:GTIONN5 ON OPP051TE SIDES
OF THE 6ROUND BUS ARE PERMITTED.
8. ALUMINUM CONDUCTOR OR COPPER GLAD STEEL CONDUCTOR SHALL NOT BE USED FOR 6ROUNDIN6 CORE-CTIONN5.
A. USE OF 90' DEWS IN THE! PROTECTION &RAi.tTPIN4 GOHT)LVCTOR5 %IA" BE AVOIDED YiEN 45' BIRM CAN BE ADEWATELY
SUPPORTED. IN ALL CA5f=5, EOs SHIALL BE MADE NTH A MINIMUM BEND RADIUS OF a INCHES.
10. EACH 1KaWR BTS CABINET FRAMnINTH SHALL BE DIRHGTLY CONNECTED TO u E MASTER 6ROGNo BAR HITH =2 Aldi-
5T1RAWED, GREEN IWA ATE3D SUPPLU4VAL BOUT HENT 6ROUND WIRES, EACH OUTDOOR CABINET 11RAME1121-114TH SHALL BE DIRECTLY
C4HW,TED TO THE EIMED 6RDIRND RING WITH It 2 AWS SOLID TIN-PLATED COPPER WIRE,
II. ALL FXM:UOR ORO" CONfXNGTORS BETNEENN E>2UIPMEWIGROUND BARS AND THE GROUND RING, SHALL BE M2 AWG 50LID
TIN-pLATT77 G� UNLESS 01i EMSE INNDIGATW.
12. EWTHISRMIG PELD5 SHALL BE USSb FOR ALL 6RCUtNDTN5 COMaa Y"IS EELONi &RADE. COKNECTION5 TO ABOVE GRADE
EXrnz;OR UNITS SHALL BE MADE NTH WTIE RAC, HODS WHERE PRACTICAL OR WITH 2 HOLE MECNANIGAL TYPE BRASS
CON@EGTOR5 WITH STAINLESS STEEL HARDY WE, INGLUUM SET SCPZ*. R6H PRE951RE CRIMP CORE,CTORS MAY ONLY BE USED
MTH HRJTIM paZH55 ON FROM ATIT MARKET REPRESENTATIVE -
1 -3. EXOTHERMIC KIDS SHALL BE PBRMITIW ON TONERS ONLY WITH THE EXPRE55 APPROVAL OF THE TONER MANUFACTURER OR THE
GONTRAGTOR5 5TRUGTURA. ENGINEER.
14. ALL KRE TO WIRE 6ROUHGJ CONNECTIONS TO THE IRTE RIOR 6ROUND RING SHALL BE FORMED U51NN5 H16H PREF CRIMPS OR SPLIT
BOLT CONNECTORS Nim INDICATED IN THE DETAILS.
15, OR ROOFTOP 5ITEi NfRE EWTHERmic FELD5 ARE A FIRE HAZARD CQPPER COMPRE65E0N GAP GONCNSGTORS MAY BE USED FOR
WIRE TO HIRE CONNECTORS. 2 HOLE MECHiANUCAL TYPE ORA55 CONNIECTOR5 NTH STAIHLE55 STEEL HARDWARE, INCLUDING SET
5CR915 SHALL IE USED FOR CONNECTION TO ALL ROOFTOP BT5 BWIPNEHf AND 5'R11GWAL STEL.
16. ICE BRI1*E BONDING CONDUCTORS %HALL BE EXOTHlERK(ALLY DOWEED OR BOLTM TO THE BRIDGE AND THE TOVM GROUND
BAR uVNN& TNND HOLED M1E0MICAL TYPE BRASS CONNECTORS AND STAINLESS STEEL HARDWARE.
11, APPROVED ANTIOXIDANT COATINGS O.E, CONDUCTIVE 619.OR PASTEJ SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND
CONNECTIONS,
Ia. ALL EXTERIOR BROOD CONNECTIONS SHALL BE COATED NTH A CORROSION RESISTANT MATERIAL.
P
, -am , p
DG
30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-260.2325
i
19. MISCMIANBOU5 EiECTRIC,& AND NoWELEGTRICAL METAL BODES, FRAME5 AND SUPPORTS SHALL BE BONDED TO THE GROUND
RING, IN ACCORDANCE WITH THE NE(,.
20. BOHD ALL METALLIC OB.FGT5 WITHIN 6 FT OF THE BURIED 6ROUND RING WITH • 2 SOLID AWG TIN-PLATED COPPER GROUND
CONDUCTOR. U)
2!, GRo" CONDUCTORS USED IN THE FACILITY 6FZ" AND 1-16HTN€IN5 PROTECTION 5YST" SHALL NOT BES ROUTED T"Raw
METALLIC OB .ECT5 TWAT FORM A RING AROUND THE C04DWTOK SIGN A5 METAW6 CONDUITS, METAL SUPPORT GL.IPS OR SLCEVE'5
TWZUM KALLS O4 FLOORS. H -EN IT E5 REQUIRED TO Be HOUSED IN CONDUIT TO MEET- CGDE REWRB4BNTS OR LOCAL CONDITIONS,
NNON4 TALLIG ITT PROOMEN ED 13Y LOCAICCODO TI 6RaW COK=TOORR SHALL BE BONDEDD USE OF; METAL To IFACk' ENDVOr THE: METAL
CCHDU€r KTH LISTED BONDING FITTTN65.
22.6RO" ALL RF EGLAPMENT INGLWINS BUT NOT LIMITED TO COAX, DIPLEX9v, SURSE ARRESTORS, TMA% ANTENNAS, 4 ANTENNA
MASTS PER NEC AND AT4T ND -00011.
19
A No. 14904
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ANTENNA MAST
PROPOSED RR V
PROP05M
PROP05ED RRU PANE ANT64M
PROPOse�
RAYGAFJ�
GABLE GROUNDIHb KIT W/ t6 AM STRANDED 6REEN
I EAnE4Pf200FINGL v IMATED (TYPJ
(FOR OSM COAX OHLY)
E)G5TlN5 SBCTOR
ORO" BAR
COAXIAL GABLE
TO ANTEMA
(65M ONLY)
M5TIRS 6ROUND BAR
AT BASE OF TONER
(COAX GABLE ONLY)
USTI% 6ROW BAR AT
EWIPWW CABINET OR
OUTSIDE OF SHELTER
(COAX CABLE ONLY)
NOTES.
I. CABLE 6ROW KIT AT PROPOM ANTEHHA TO BE MOWW
WITHIN 6' OF GOIOECTION TO AHTEiCJk
2. CABLE 6ROUND KIT AT BASE OF TOP4ER TO BE MOIMTED
WITHIN 36` ABOVE HfJZE THE CABLING BE09 AWAY ROOM THE
TOPM
G E5r
HEMAFOR PANENTENRA'5
NOT TO SCALE
3/8' A STAINLESS
C 5TH BOLT
FLAT WASHER t Maw LU6
'-__FLAT WASNHR �GONdJ1OTOR
6ROW BAR OR LOCK WA5fOR
EWIIPMENT t#ft
MECHANICAL GROUND CONNECTION
NOT TO SCALE
ABLE TO AHTEiM
ATHEIV ROOFIN6 KIT
7AX CABLE 6ROUImNT6
_AW KIT
W6 STRANDED COPPER
UND COmIICTOR
GABLE TO RBS
Holm
L DO NOT INSTALL GABLE GROUND KIT AT A BEV.
2. ALWAYS DIRECT WIND WARE DOWN TO 6ROW BAR
3. 6ROMIN6 KIT ! ?" IHER PNOOFIN S KIT SHALL BE
TYPE 1 PART f A5 SI 1FP OR RBCC!'PMW BY
CABLE 14AMPA071.9ER
COAX CABLE GROUND KIT
NOT TO SCALE
MO WWg BRAUN INL�i11LATOR
THo ES 0 °
o ° o
0
0
o° 0 0 0° 0 0 0 0 0 0 0 0 0
0 °
0 COPPER BNL
VVx4'xL
EDGE GADNEiD
TO 6ROUND GatEGnCH�
RIH6
NOTES L ■ AS REQUIRED FOR ALL C4WTIOH5
PLUS 50% NiIYM CAPACITY.
<ROUND BAR DETAIL
NOT TO SCALE
arm ' T�3 r
DIA HILTIMWW'COPPER
KZ cRy�r-& STA7+DARD
310' DIA. WT5 4 WAR'P5
DIPLFXE2 SECURED TO
LMSTRWT WITH MANIFACTURE 5
SUPPLIED HARDWARE (IYPJ—
0112,11 o
DIPLEXER GROUNDING DETAILS
HOT TO SCALE
ARRESTOR
J CONFECTION PER
MANUFACTURM5
5PEGIFIGATION5
tb AW5 STRANDED 6REET
INSULATED COPPER WIRE
TO 6RaW BAR (TYPJ
NOTE ONaM>OOR51TE5, IN5TALL VR_ATIORPROOFING
AT TJ1Ui CONNfiCTION PER AUT 5PECIFICATION5
5URGE ARRE5TOR GROUNDING DETAIL5
NOT TO SCALE
SfiELTER GEVlkI
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Legal Description for Parent Tract:
Part of the SE '/4, SE 1/4, Section 32, T -2-N R -12-W, Pulaski County, Arkansas. Described as follows: Beginning at the Northwest Comer of said SE '/4, SE '/4
run thence South 869.0 feel; thence East 20 feel; thence North 11 feet; thence East 350 feel; thence South 112 feet to the North line of Ozark Ave ; thence
East along said Ozark Ave, 952.3 feel; thence North to the Northeast comer of said SE 1A. SE'/., thence West 1322.3 feet to the Point of Beginning
Nextel 51t0 aescr ippon-
That portion of the Spulheast Quarter of the Southeast Quarter of Section 32. Township 2 North. Range 12 West, Pulaski County, Arkansas, more particularly
descrlbod as }opDrvs: Commencing at the Northwest Corner of said SE 1A SE k, thence SOQdeg. 00 min. 00 sec. W 869.0 feet; thence S 90 deg. 00 min. 00
sec E 2000 feet; thence N 00 deg. 00 min 00 sec. E 11.00 feet; thence S 90 deg. 00 min. 00 sec. E 350.00 feet to a point that is 112 feet North of a #5 rebar;
thence N 00 deg. 00 min. 00 sec. E 372.30 lest, Oranc4 N 90 deg- 00 rain. 00 sl;c. W49.19 feet; [hence N 32 deg. 22 min. 05 sec. W25.00 feet to the Point of
Beginning; thence S 57 deg. 23 min. 06 880. W 15.00 feet; thence N 32 deg 35 min. 54 sec. W 20.00 feet; thence N 57 deg, 23 min. 06 sec E 15.09 feet;
[hence S 32 dog. 36 min. 5480x- E 20,00 IM to She POlnt of Beginning, MrTINlning 300.86 square feet.
Legal Description for Nextel Ingress / Egress Easement
Also an easement for ingress and egress purpose, said easement being 20 feet wide, lying 10 feet on each side of the following described centerline:
Commencing at fila Noghwesl Comer of said SE V. SE Y., thence S 00 Mg. 00 min. 00 sec. W 8690 feel; thence S 90 deg. 00 min. 00 sec, E 20.00 feet;
Manua N 00 deg. OD min. OD sec. E 11 AO fool; go" S 90 deg. 00 min. 00 sec. E 350.00fout to a poirll that is 112 feet Nart11 of a #5 rehar; Menca N 00 deg
00 mil. 00 sec. E 372.00 feel; Illence N 90 deg. 00 mkt. 00 sec. W 49.19 tent; lfsaree N 32 dog. 22 frdn. 05 sec. W 25.00 feel; UNW ce, S 57 deg. 23 met. 06
sec. W 10.00 feet to the Point of Beginning; thence S 32 deg. 22 min. 05 sec. E20.47 feet; 81e rce S 57 deg. 37 r*L SS ase. W 15-34 favi: thence S 51 deg,
55 min. 46 sea W29.50 feel; thenceS 49 deg. 28 min, 20 sec. W1117.96 feel; thence S 4B deg, 59 min. 42 sec W 114,55 feet; thence S 86 deg 10 min. 50
sea W 93.71 feet to the centerline of Martin Street and Point of Termination of said easement
Legal Description for Ease nenl for Nextel Electrical / Telephone / Utilities:
Also an easement for utility puglosed over, under and across the following described property: Commencing atlhe Nonhvresl Comer of said SE 1A SE %,
thence S 90 deg 00 min. 00 sec. W 8699 feel; Marco S W deg. 00 mirk 00 Rea E 20.00 feel; thence N 00 deg. 00 min. 00 SEC. E 11.00 feet; thence S 90
deg. 00min, 00 sec. E 350.00 *ol to a paint that is 112 seal NWth OF #5 Feb&, MencitN 00 dIg.00 min 00 sec. E 377,.30 feel: 4lenoe N 90 deg. 00 min, 00
sec. W 49,18 fool; thence N 32 deg. 22 min. 05 sec. W 25.00 feet; the= S 57 deg. 23 rr*L D5see. W 2590 fed to the Pont at Beginning: thence N32 deg.
36 min 54 sec, W 16,29 feet; thence S 57 deg. 23 min 06 sec W 14.77 feet; (hence N 32409.25m1n. 54 sec. W 10.001.10!; thlnva N S7 deg. 23 min, be sec.
E 24.77 fee[; thence S 32 deg. 36 min. 54 sec E 2829 feet; thence S 57 deg 23 min, 06 sea W 1000 feel to the Point of Termination of said easement.
AS -BUILT SURVEY
OF
AR1565 AWE - KAVANAUGH
LOCATED IN
PULASKI COUNTY, ARKANSAS
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CHECKED BY: RSA_
DATE: 5/16/12
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