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NAME / 516NATURE
DATE
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CITY OF LITTLE ROCK
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LITTLE ROCK, AR 12210
EWIIEER
FROM I^f;fp N 0MCE1
TAKE 1-430 NORTH TO 1-630 EAST. TAKE 1-630 EAST TO EXIT 6
AND BEAR RIGHT ONTO 1-630 E. PROCEED FOR 0.1 MILE AND
TURN LEFT ONTO 5. STATE STREET. PROCEED FOR 0.1 MILE AND
SITE WILL BE LOCATED ON THE R16W SIDE BY THE WAREIOL6E.
DEPARTMENT
NAME / 516NATURE
DATE
LAND a1HE t / TOMR OlN1EiZ
LCWv1TU E.
-q2.21g96°
54TE A6411A 1TION A6W
CITY OF LITTLE ROCK
TONER CRERi
IONN6 / 105"TT1N6 Asw
5800 BROKEN SOUND PKKY
AM MANAMR
BOLA RATON, FL 33487
C STRUCTION MANAGER
MFLICAWi
AT$T MOBILITY
RF B461NMZ
11005 W MARKHAM 5TREE T
SITE NUMBER:
AR1 501
SITE NAME:
AWE - WEST DOWNTOWN
PROJECT:
LTE
PREPARED FOR:
a
A
a
PROJECT MANAGER:
WkS TOWER
COMMUNICATIONS INC
PREPARED BY:
30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
APPROVED
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PROJECT
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INFORMATION
51TE ADDRE55, 800 50UTM 6AINP5 STREET
SCOPE OF WORK
INSTALL L LTE EO11IPMENT WITHIN AN F-45TIN6 UNMANNED
TELECOMMRIICATTON6 FACILITY. INSTALL NEIN AND / OR
REIT' ANTe04AS AND LINES ON EXISTINS TOMR.
CONNECT PONER AND TELCO TO EASTN5 ATtT UTILITY SERVICE.
DRAWING INDEX
T -I TITLE STMT t PROXOT INFORMATION
C -I 6EN R- NOTES
6-2 OVERALL 517E PLAN
C-5 E X15TIN6 PET•AILM SITE
Ca PROPOSED DETAILED V= ORIE3iTATiON
G-4 TOYM ELEVATION AND
MS
CSS R
-- NOTES
C --I LTE PLUMBING DIA6RAM
G-8 BZIPMENT DETAILS
G -Q )=MIPMENT DETAILS
E I ELECTRICAL SfTE PLAN
E-2 OIC LINE DIAGRAM
TE
6R06INN9 SDETAILLSS N
,i
CALL BEFORE YOU DIG
ARKANSAS ONE -CALL
811
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LITTLE ROCK, AR 12201
LATITUDEi
34.74116°
LCWv1TU E.
-q2.21g96°
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CITY OF LITTLE ROCK
TONER CRERi
55A TOYS
5800 BROKEN SOUND PKKY
BOLA RATON, FL 33487
800-461-51TE
MFLICAWi
AT$T MOBILITY
11005 W MARKHAM 5TREE T
LITTLE ROCK, AR 12211
Io.FCT MARA EP,
I/E5TOYER COMMUNIGATION5 INC
4700 SOUTH BON AN ROAD
SUITE 100
LITTLE ROCK, AR 12210
EWIIEER
PMdA
30 MAN5EU COURT, 5UITE 103
R051^ELL, SA 30016
PATRICK K MAR544ALL, P.E.
618-280-2325
FOHM
ENTERSY
Tacos
AT4T
SCOPE OF WORK
INSTALL L LTE EO11IPMENT WITHIN AN F-45TIN6 UNMANNED
TELECOMMRIICATTON6 FACILITY. INSTALL NEIN AND / OR
REIT' ANTe04AS AND LINES ON EXISTINS TOMR.
CONNECT PONER AND TELCO TO EASTN5 ATtT UTILITY SERVICE.
DRAWING INDEX
T -I TITLE STMT t PROXOT INFORMATION
C -I 6EN R- NOTES
6-2 OVERALL 517E PLAN
C-5 E X15TIN6 PET•AILM SITE
Ca PROPOSED DETAILED V= ORIE3iTATiON
G-4 TOYM ELEVATION AND
MS
CSS R
-- NOTES
C --I LTE PLUMBING DIA6RAM
G-8 BZIPMENT DETAILS
G -Q )=MIPMENT DETAILS
E I ELECTRICAL SfTE PLAN
E-2 OIC LINE DIAGRAM
TE
6R06INN9 SDETAILLSS N
,i
CALL BEFORE YOU DIG
ARKANSAS ONE -CALL
811
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30 MANSELL CC
SWTE 103
RDSII•ELL. GA 39076
678.280.2325
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GENERAL NOTE -5c
I. THE 61 NERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BORE STARTING NORK. ALL
D15CRlRANCIE5 SHALL BE GALLED TO THE ATTENTION OF THE ENGINEER AND SHAD_ BE RESOLVED BEFORE PROCEEDING
WITH THE WORK. ALL NORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH A.CCMW
CONSTRUCTION PRACTICES.
2. IT 15 THE INTENTION OF THESE DRAWINIG5 TO 5HON THE COMPLETED INSTALLATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK ETC. LN ACCORDANCE }KITH ALL NATIONAL,
STATE, AND LOCAL ORDINANCES, TO SAFELY EXECUTE ALL POW AND 5HALL BE RE5PON518LE FOR SANE. ALL NORK
SHALL BE IN ACCORDANCE WITH LOCAL CODES,
3. THE CONTRACTOR SHALL USE ADEQUATE 043ER OF SKILLED WORKMEN WHO ARE THORDU6HLY TRAINED AND
EXPERIENCED IN THE NECE95ARY GRAFTS AND WHO ARE COMPLETELY FAMILIAR NTH THE SPECIFIED REOUIREMENT5 AND
METHOD NEE DFD FOR PROPER PERFORMANCE OF THE NORK.
4. CONSTRUCTION CONTRACTOR AGKEES THAT IN AGGORDANGE NTH GENERALLY AGGEPTED CON5TRUGTION PRAGTIGES,
CONSTRUGTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING TIE GCS OF CON5TR JGTION OF THE PRO. EG% ING-WING THE SAFETY OF AL. PM50Z AND
PROFERTY, THIS REQIAREIj:NT SHALL BE MADE TO APPLY GONTINUOU5L Y AID NOT BE LIMITED TO NORK6L MRKINb
HOURS. CONSTRUCTION CONTRACTOR FURTHER AGRIE5 TO INDEMNIFY AND HOLD DE516N ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.
5. SITE GROUNDIN5 SHALL. COMPLY KITH ATlT MOBILITY GROUNDING STANDARD`, LATEST EDITION, AND COMPLY WITH
AT✓<T MOBILITY GROUNDING CHECKLIST, LATEST VIER -510N. WHEN NATIONAL AND LOCAL GROUNDING CODE5 ARE MORE
STRINGENT THEY SHALL GOVERN.
b. ALL NORK SHALL COMPLY WITH 05M AND STATE 5AFETY REQUIREMENTS, PROCEDURES FOR THE PROTECTION OF
EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL M ESTABLI%E D PRIOR TO FOIAIDATHON INSTALLATION. IF
TEMPORARY LIGHTING AND MARKING 15 REQUIRED BY TIE FEVER& AVIATION ADMINISTRATION fFAA), IT 15 THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER ARHORITIES IN THE
EVENT OF A PROBLEM.
1. ALL INORK SHALL BE ACCOMPLI%fa) IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES.
THE M05T STRIN&ENT CODE PILL APPLY IN TFE CASE OF DISCREPANCIES OR DTFFa2EWE5 IN THE CODE
REQUIREMENTS.
D. ANY DAMAGE TO ADJACENT PROPERTIES SHALL 13E CORRECTED AT THE CONTRACTORS EXPIa6E.
4. THE GONTRAGTOR 15 RESPONSIBLE FOR PROVIDING AMPLE NOTICE TO THE BUILDING INSPECTION DF'ARTMTNT TO
SCHEDULE THE i2MIRED INSPECTIONS. A MINIMUM OF 24 HOURS OF NOTICE SHALL BE GIVEN AND THE BUILDING
INSPECTION DEPARTMENTS HAVE REQUESTED THAT GROUPS OF TWO OR THREE SITES BE 5GFEDULW AT ONE TIME IF
POS5IBLE.
10, CONSTRUCTION MANAGER WILL CONFIRM FAA APPROVAL OF TONER LOCATION BY 155111145 TOWER RELEASE FORM. NO
TONER SHALL BE CONSTRUCTED UNTIL THE TONER RELEASE FORM 15 155UED TO THE CONTRACTOR
II. THE COMPLETE BID PACKAGE INCLUDES THESE GON5TR000TION DRAWINGS ALONG WITH THE FINAL RF DESIGN AND TONER
STRUCTURAL ANALYSIS, CONTRACTOR 15 RESPONSIBLE FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL,
12. CONTRACTOR SHALL VERIFY LOCATION OF ALL FXISTING UTILITIE5 WITHIN CONSTRUGTION LIMITS PRIOR TO CON5TRUCTION.
13. THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING P051TIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION
CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM 51PE OF THE 51TE AT ALL TIMES. ANY DAMAGE TO ADJACENT
PROPERTIES SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE,
14. CLEARING OF TREES AND VEGETATION ON THE SITE SHOULD BE HELD TO A MINIMUM, ONLY THE TRIM NECE55ARY FOR
GONSTRIIGTION OF THE FACILITIES SHALL BE REMOVED. ANY DAMAGE TO PROPERTY OUTSIDE THE LEASE PROPERTY
SHALL BE REPAIRED BY THE CONTRACTOR
15, ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE 517E SHALL BE INCLUDED IN THE BID. EXCESS TOP501L AND
UNSUITABLE MATERIAL SHALL BE DI5PO5ED OF OFF 51TE AT LOCATIONS APPROVED BY GOVERNING AGENCIES PRIOR TO
DISPOSAL.
I& 51f'DING AND MULCHING OF THE SITE SHALL BE AGGOMPI ISHED AS 50014 AS POSSIBLE AFfEFR GONPLETION OF THE
SITE DEVnOPMIENT. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AND MAINTAINING AN ADEQUATE COVER OF
VEGETATION OVER THE 511E FOR A ONE YEAR PERIOD.
11. PBZMIT5, OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, Ids, INSPECTIONS, ETC.
18. RE00RO DRAKNGS, MAINTAIN A RECORD OF ALL CRAW--C:S, 505TITU71ON5 BEiYEEN Y40RK A5 5PECHFII3D AND
INSTALLED. RECORD CHHANCaa ON A CLEAN SET OF CONTRACT DRAKNGS WEIGH SFHAfL BE TURNER OVER TO THE
CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT.
19, THE CONTRACTOR SHALL VISIT THE 511E BEFORE BIDDING ON THE NORK CONTAINED IN THIS DESIGN PAGKA&E.
I. ALL GUT AND FILL SLOPES SHALL BE 3 , 1 MAXII IM.
2. ALL EXGAVATIONIS ON WHICH CONCRETE 15 TO BE PLACED SHALL BE WEYoTANTIALLY HORIZONTAL ON
UNDISTURBED AND UNFROZEN SOIL AND 13E FREE FROM L005E MATERIAL AND Fj a---- GROUND WATER -
DEWATERING FOR EXCESS GROUND WATER 5HALL BE PROVIDED IF REQUIRED.
3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIG MATERIAL. IF SOUND SOIL 15 NOT REACHED
AT THE PE51GRATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL 54ALL BE EXCAVATED TO ITS FULL
DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION
BE FILLED WITH CONGRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION.
4. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MEGHANIGALLY COMPACTED
GRANULAR MATERIAL OF CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED
STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION, STONE, IF USED, SHALL NOT BE
USED A5 GO PILING CONCRETE THICKNEE, .
5. AFTER COMPLETION OF TIE FOUNDATION AND OTHER CON5TRUGTION BELOW GRADE, AND BEFORE BACK
FILLING, ALL EXCAVATIONS SHALL BE GLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS,
AND 50 FORTH.
b. BACK FILL SHALL BE-
- APPROVED MATERIALS CON515TIN65 OF EARTH, LOAM, SANDY CLAY, SAND, GRAVEL, OR SOFT 5HAIE,
- FREE FROM CLODS OR STONES OVER 2-1/2' MAXIMUM DIMEN51ON5;
- IN LAYER5 AND COMPACTED.
-1. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6' DEEP BEFORE
COMPACTION. EACH LAYER SHAL.. BE 5PRINIKLFD IF REQUIRED AND COMPACTED BY HAND OPERATED OR
MACHINE TAMPERS TO 0% OF MAXIMUM DE16ITY, AT THE OPTIMUM M015TURE CONTETT 12% AS DETERMINED
BY ASTM DESIGNATION D-bgB, UNLE55 OTHERA5E APPROVED. SUCH BACK FILL SHALL NOT BE PLACED
BEFORE 3 DAYS AFTER PLACEMENT OF CONCRETE.
8. THE FOUNDATION AREA SHALL BE 6RADED TO PROVIDE WATER RUSO I` AND PREVENT WATER FROM
5TANDIN65. THE FINAL GRADE SHALL 5LOPE AWAY IN ALL DIRECTIONS FROM THE FOUNDATION AND SHAL-
THEN BE COVERED NTH 4' DEEP COMPACTED STONE OR GRAVEL,
9. CONTRACTOR 5HAL..L PROVIDE ALL E R05ION AND SEDIMENTATION CONTROL MEASURES A5 REQUIRED BY LOCAL
CITY, COUNTY AND STATE CODES AND ORDINANCE TO PROTECT EMBAW4,E•!T5 FROM 501L L056 AND TO
PREVENT ACCUMULATION OF 501L AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE GON5TFWTION
AREA. THI5 MAY INCLUDE SUCH MEA5URE-5 AS SILT FENGE5, 5TAW BALE SWIMENTT BARRIERS AND CHECK DAMS.
10. FILL PREPARATION
REMOVE ALL VEGETATION, TOPSOIL, DEM5, LET AND UN5ATIEFAGTORY 501L MATERIALS, OBSTRUCTIONS, AND
DELETERIOU5 MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILL5, PLON STRIP OR BREAK UP
SLOPED SURFACES STEEPER THAT I VERTICAL TO 4 HORIZONTAL 50 FILL MATERIAL KILL BOND NTH EXISTING
SURFACE. MEN SUBGRADE OR EXISTING GRMIND 5URFAGE TO RECEIVE FILL HAS A DEI5ITY LE55 THAN THAT
REQUIRED FOR FILL, BREAK IIP &ROUND DACE TO DEPTH REQUIRED, FULVE RIZE, M0157URE-CONDITION OR
AERATE SOIL AND REGOMPACT TO REQUIRED DENSITY.
II. REPLACE THE EXISTING NEARING 5URFA6E ON ARF15 NHIGH HAVE BEEN DAMAUED OR REMOVED DURING
CONSTRUCTION OPERATIONS. SURFACE 54ALL BE REPLACE TO MATCH EXISTING ADJACENT SURZFAGIN6 AND
SHALL BE OF THE SAME THICKNESS. NEN SURFACE SHALL BE FREE FROM CORRUGATION5 AND WAVES.
EXISTING SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH,
ORGANIC MATERIAL, OF OTHER VaETWIC(S MEATBRIAL5 ARE RIEM 'VED PRIOR TO RE1.6c. FURNISH ALL
ADDITIONAL RE5URFAGING MATERIAL A5 RMIRFD. BEFORE 51JWACIN6 15 REPLACED, SL60RAPE SHALL BE
GRADED TO CONFORM TO REQUIRED 9" -RADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE
THOROUC*LY COMPACTED. DEPRESSIONS IN THE EkWRADE SHALL 13E FILED AND COWACT1 D WITH
APPROVED SELECTED MATERIAL, SURFACING 51-AlJ- NOT BE USED FOR FILLING DUVES 10N5 IN
THE 5UBGRADE.
12. PROTECT EXISTING gA?FAGINIG AND SUBGRADE IN AREAS WHERE EGUIPMEW LOADS HULL OPERATE. USE
PLANKING OR OTFER SUITABLE MATERIALS DESIGNED TO 5PREAD EOUIR ENT LOADS. REPAIR DAMAGE TO
EX15TING GRAVEL SURFAGING OR 51156RADE WHERE 5U6H DAMAGE 15 DUE TO THE CONTRACTORS OPERATIONS.
DAMAGED GRAVEL 5URFAGIN62 SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL 5URFAGIN6
AND SHALL BE OF THE SAME THICKNlE55.
13. DAMAGE TO EX15TING STRUGTURES AND UTILITIES RE-5U.TI% FROM GONTRAGTORS NEGLIGENCE SHALL BE
REPAIRED / REPLACED TO O"ER'S SATISFACTION AT GONTRAGTORS DFEN5E.
14. CONTRACTOR SHALL COORDINATE THE CON5TRIXTION SCHEDULE RUTH PROPERTY OYdER 50 AS TO AVOID
INTERRUPTIONS TO PROPERTY ON HERS OPERATIONS.
15. ET AAZE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION.
16, RIPRAP SHALL BE GLEAN, HARD, SWO, DURABLE, UNIFORM IN QUALITY, AND FREE OF ANY DETRIMENTAL.
QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, P151WEC-RATED MATERIAL, OIRGANIG
MATTE OIL, ALKALI, OR OTHER DELETERIOU5 SU55TANCE,
b. O
LEGEND
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FENCE
CONTOUR LINE
30244NSELL CT
SUITE 103
ROSWELL, GA 30076
678-280-2325
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AUT G5RF IITSTALLATION H-IEH POSSIBLE, THE
W
RIP535 DIASRAM SHOWN ON THIS SHEET 15
J
ONLY VALID H -EN GSRF 15 NOT REWIRED.
V2' COAX
OE-aCt4D:
(TYPICAL EACH SECTOR)
JA43ER (TYP)
AJR
MOM
PWM
100HU AM
TE RFW5-1 LIE RlW-5-1
TOOttz AM
TE RRI.6-11 LTE RRUS-I
1000 z AL' S
LTE P.RI)5-1 TP RWS-I
0) EMG55ON 5!45;-E
PAIR DG POYERTT
GABLE (170
N Y,LE PAIR FIBER
CABLE (T•YP)
RAYGAP DG 51186E
RAYCAP DG UP -6E
IHSS
RAYGAP DG 5LF6E
bUIPRES6ALARM G FIDER. PPTASS TM
FI TIM
"' PIASS T}IRIIPROTrYTION
_'15 % T .TWiTHIN
(IYPJ PART$ V62-46 E
PART► DG246-Ti0-0-4E
PARTM DG2-48-60-0-4E
Ar-5
6F THE RWs PER T4WDDELOTHE
D62-48-60-0-4E LHT5 5HOM 1N THIS DIA&RAM
ARE NOT REGUIRED IF T}TE DC6-48-60-18-SF
`S(WID' 15 LOCATED KTHIN IV OF THE RR 3.
(TYPIGAL EACH 5155GTOR)
{]j R05 SINC.-L.E
PAIR POHR GABLES
(2) ROSENDN6M SIH61-E
PTR-VG,525T-ERVA
PAIR PORK GABLES
3PART=
AND (2) �
PARTS WG825T ERDA
SINGLE PAIR FIBER GABLES
AND (2) R05A�
PARTS 1`15-1-4015-005-5000
51NSLE PAIR FIBER GABLES
PART: 1`13-05D-005-5"
(3) PAIR POHM GABLE
N RAYGAP FIBER
((6) BAY0 TINNED
DISTRIBUTION AND DC 9UR6E
COPPER CONDUCTORS)
UFPRL-551ON LUT
PARTS DG6-48-60-18-BF
N �!�
FIBER GABLE
'A-Da("2Y1'
0) PAIR P OM CABLE
02) PAIR FIBER TRLW
((6) BANS TTN1W
COPPER GONDIoTORS)
SHEL.T �/GA[MWr EXI'MOR
5H�TER1CAHiNET INTERIOR
O) RAYGAP DG SrP E PROTECTOR
PART* %12-4"0-M TO BE
5HARED FOR LATS l LTE
'�'� GABLE
TO ALARM BLOCK
RAYGAP DG SURGE
PROTECTOR
IRR TO SIAD
(6) 20 A DG BRFr`Y�
FOR Rm AHD N $5A PC
LTE RHS 6601
BREAKER FOR THE W
BREA�Kt R P'
MAIN BASEBAND LUT
Wde B
LTE PLUMBING DIAGRAM
NTS
No. i+tiw
�, •� 4o Yy1
30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678.280-2325
CE7
_a
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2
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OE-aCt4D:
AJR
OHAMt
AJR
MOM
PWM
roe 1:
WOO
CE7
HAN6ER ADAPTER
R0sa----R ru PAI
GX6084 AOII I OR
5W -IN HANGER,
R05EtBERC-a2 PART NO.
TH495 DC -70 OR EMrl/j 1Z
SNAP -IN NANSER,
Ro---' F6 PART NO.
TH496-DGII4 OR EWYALENf
HANGER ADAPTER GROMMT,
R05EriER&F-R PART NO.
GX60b4K0T20 OR BXVAU M
5HAP-IN HANGER
DG GABLE BUNDLE
I. REFER TO J5A DOCUN0175 FOR EXACT GABLE RHBER
AND MAMPAGMER SPECIFICATIONS FOR PROPER
GROMMETS AND HANGERS TO SIFPORT THE FIBER AND
DC GABLE BIR DLES.
2. REFER TO 5TR ICTURAL ANALYSIS FOR EXACT GABLE
RMH6 AND MatINTIN5 GONFI6URAT10N.
HANGER ADAPTER GROMMET DETAIL5
NOT TO SCALE
2-6
MXAP MPJ
4' DIA X T LONG, 5GH. 40,
GALVANIZED 51PPORT PIPE (TYPJ
PIo00 UNISTTWT ATfAG IED TO
SUPPORT PIPES WITH STANDARD
PIPE GL.MM OR U-130LTS (TYP)
AUT
LTE
CABINET
PROVIDE STANDARD
UNISTRUT GAPS FOR ALL
EAV-" ENDS (TYPJ -
—
IB' x IB'
JAZTIOH
PROP05M 12'xl2'xln' 11
BOX
PLATE ATTAChW WITH
(4) 112' HILTI KKK BOLT II,
4' MIN. i3IBED. (rYPJ
EXISTING
CONCRETE PAD
FRONT VIEW
PROPOSED HAWAR
BRACKETS FOR GABLE
Ro(MN5 (MOUNT ON SIDE
OF H-FRM CLOSEST TO
IrF RRID6F)
15'
PROPosFn
4' DIA SGH. 40
SUPPORT PIPE
12'xl2kin' PLATE
WITH (4) M6' HOLES
5A5E PLATE DETAIL
NOT TO SCALE
51DE VIEW
NO. 1dty"
C G
PM
30 MANSELL CT
SUITE 103
ROSMIEI I., GA 30076
678.280-2325
61
r
19
bE31GtaED AJR
owax AJR
1
PWM
WT045
n�
cma
PROPOSED UFUVHL9A' 6
ADAPTER KIT a THREADED
FIELD LOCATE AS R5
PROP05W
LTE (1
PROPOSED UWVERSA
ADAPTER KIT t THREADED
FIELD LOCATE AS RE
LTE RRU5-II MOUNT DETAIL
NOT TO SCALE
PROPOSED ANTENNA MOUNT
PIPE (TYPJ
PROP05W 2-9/6' OD x 6' LONS
PM MdlEiT1N6 PIPE (EYPJ
PROPOSED LTE AMU"
DCVMLT BRACKET (PMJ
PROPOSED RAYCAP'
DC6-4&-60
ONTtvOI
PROTECTION UNIT
PROP05EED RAYCAP
BRAC
PROPOSED
BASE POF
PROPOS® RAYL/
SUPPORT HARN
' j 0 N•
�
HriH& ouAJLy SFIo'rP! ON THIS SHEET ARE 30 MANIS ELL CT
I' MGAL INSTALLATION DETPJL5 THAT FAY HOT SUITE 103
PJCRK ON ALL SITE5. PHI A FIAS HOT PROJIOED ROSWEL . GA 30076
EH AN AmTEm4A mOu{T MAPPIj5 REVRT, F"IA 678-280-2325
5 HOT PERFORI�M A 5TFWTURAL EVALUATION
THE EXI5TTN9 ANTEIM MAWS).
MONOPOLE INSTALLATION
PROP05W RAYGAP `5GUID'
DG6-48-6O-19-8F OVEWC ME
PROTECTION UNIT (")
E ASTIN5 MONOPOLE
TONER Mr)
SECURE RAYCAP MOUNTIN6
BRACKET TO MONOPOLE FACE
PUTH VALMONT STAINLE55 STTE..
BANDING STRAP (PART #0I1"
AND TT rAON VX*L.E5 (PART
11NVO) OR 5TRUGiURAL
EGIUIVAvw (fYP)
TOPER LE6 OR STANDOFF MOLNT
LUBE ME3VE R. REFER TO TONER
PLAN FOR SITE SPECIFIC, LOCATION
PROP05ED RAYGAP HOIMN5 (IYPJ
BRACKET (TYPJ
55CURE METH RAYCAP PIPE
i,iWMN& HARDNARE VADPLIED
PROPOSED RAYCAP BASE PCRT5 WITH BRACKET (YPJ
(TYP)
PROPOSED RAYCAP GABLE
SUPPORT HARNESS (EYP)
fA
J
4
F
W
In
Im
Z
W
2
a
r
W
`IE' A3[ �` �9
TOWER LEG OR PIPE % I
Dmm ALR
MOUNT INSTALLATION REG AJRAL pm
RAYGAP 5QUID MOUNT DETAIL 4v,lll W045
NOT TO SCALE No. 14904 i
- p1q) C CRA,, Z C M 9
ELECTRICAL KEY NOTE5,
�I PROP05M N V CONDUIT WITH (6108 AWS,
N*e6 AND 0) !Y4' CONDUIT WITH (4)48 ANKH,
086 FROM THE FASTING AG PANEL TO
THE PROPOSED -48V POWER PLANT.
PROPO--W 012 AW -5 DG CONDUCTORS
FROM THE PROPOSED -48V PLANT TO
THE RAYCAP D06 -46 -60 -RM.
PRDP05M 012 AW6 DG CONDUCTORS FROM
TM RAYCAP DG6-48-60-RM TO THE RB5
6601 MAIN UNIT.
®PROPOSED 2' C*MIT FOR TELCO 6ABLE5
FROM THE PROPOSSED 0PT-E44AN TO THE
RB5 6601 MAIN UNIT. ROUTE GABLES
THR,OL*H THE 12' X 12' J1NGTION BOX.
PROPOSED R4)5E1a-:F« (2) TRIM DG POWER
GABLES 8 AWS, CLASS BI STRANDS AND 0)
TRUNK: FIBER GABLE 'A-DCI`LNJ =500N'
ROJIM ALONG IGE BRIDGE.
EXISTING
UTILITY H
EXISnNb AE T
EQUIPMENT
CABINET
EXI51I16 G-1—
x
EwsnNb �-
h
x
EXISTING
ANT AG PANEL
SERAPHIC SCALES
3 O 3
50ALE: 1" = 5'
PROPOSED RBS 6601 MAIN UNIT 1161DF
NEW AUT LTE CABINET MOUNTED ON�
H -F RANE. INSTALL A VX Ie'
J.WTION BOX UOM THE LTE CABINET.
EXISTING AT4T INSTALL R�J5@lR 4'
TEiGO CABINET GABLE EN`W BOOT IN
PROP05EV CABINET PART*
GX401-MI0110
c x x• x z x x
NIU CABINET
EXISTING AT4T
CONCRETE PAD
x x x
+ + + + + +
+ + t + + + + +
r +4. 4.
+
41
EXISTING 5106
RBS CABINET
PROPOSED R4Si"*"R6ER (2) TRUNK
DC POWER GABLES AND (0 TRW
FIBER CABLE
EXISTING
DIPLEXPR
FRAME 021
EXI5TIN6 2106I EXISTING 2106
RBS CABINET RBS CABINET
r
r
r
.r
EX15TIN6 AT4T ICE
BRIDGE (TYP)
ELECTRICAL 51TE PLAN
SCALE, I' = S'
HQM
ALL PRDP05W CONDUITS AND GABLE TO
BE !.ABB -ED PER AT4T 5PEGIFIGATION5.
HQIF
C.ONTRAGTOR SHALL COORDINATE THE
INSTALLATION OF A NEW -48V 5Y5TEM PER
AUT SPECIFICATION WITH THE
C40N5TRUGTION MANA6M
Px15TD6 WOODEN
FENCE
PROP05M -48V
4
RkT OGA DG POWER
EXISTING 106 BATTERY CABINET
RBS C'm NET O
� r
r
PROPOSED RAYCAP
VC6-48-60--RM IMIDE
NW -48V PONER CABINET
EXIsnNb J L
UTILITY H -FRAME
EXISTING
EQUIPMENT
PAD
NOTES, I. LEAN COW�REfE, REP-GOLORW TOP, MAY BE
USED IN PLACE OF COMFACTED 5AND.
FINISHED GRADE OR
6RO" COVER, MATGH
SLOPE AND THIO 04E55 OF
EXI511N6
UNDI57URBFD
501L---\
CONDUIT5 FOR TH.EPVX* ,
ELECTRICAL, E ANTENNA
SHARING WHERE 1
APPLIGABI.E
TAPE
)1-1l-wi
♦ I- �r
_ r ,-.' v
���»>IIIJJJ^�fff777333j'
r; i.:
ullTlTi1�
�k CaMIT SIZE, TYPE, QUANTITY AND 5ePARATION
DIm510N TO BE VERIFIED NTH LOCAL UTILITY
COMPANY REMIREMEM
DIRECT BURIED CONDUIT
NT5
(h1610 STEEL CONDUIT
R.U6 FOR SPARE RI61D STEEL
CONDUIT) CO MIT
RIGID STEEL COIPLIN6
CT ABOVE
ONDUI
GRADE (TYPJ
R161D STEEL
CONDUIT AT
ELBOWS (I YPJ
RIVE? STE L TO
PVC, ADAPTOR -
PVC, SCHEDULE 40
CONDUIT BELOW
6RADE (TYP)
UNDER6ROU0 GONDUIT STUB -UP
HTS
ri
o Q SF.
30 AIANSELL CT
SUITE 103
ROSWELL, GA 30076
678.280.2325
F
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awm: AR
timan PPH
i roe KrO45
H0. 140N
bio C ��:�%� >*. E 1
(1 FROP05ED r2 AWG STRANDED GREEN
INSULATED COPPER WIRE FROM THE PROP05M
RB5 6601 MAIN LOT TO THE PURCE L CABINET
6RGUND BAR. GROUND PER MANUFACTURERS
5PEGIFIGAVONS,
O PROPOSED 02 AWG STRANDED GREEN
INSULATED COPPER HIRE FROM THE PROP05M
RAYGAP DG6-48.60-RM TO THE POHE R
GABIHET GROUND BAR GROUND PER
1ANUFACT.AZE 5 5PEGIFIGATIONS.
O PROPOSED 02 AWS STRANDED GREEN
INSULATED COPPER WIRE FROM THE PROPOSED
POWER CABINET TO THE EXISTING GROUND RING.
6ROUNN PER MANUFACTURERS SPECIFICATIONS.
PROPOSED RBS 6601 MATH UNIT INSIDE
N81 ATIT LTE CABINET MOUNTED ON
H -FRAME. INSTALL A IB' X 18'
.UNCTION BOX UNDER THE LTE CABINET.
® PROP05M 02 AM STRANPED GREEN
INSULATED COPPER WIRE FROM THE PROPOSED
PURCE L CABINET TO THE EXISTING MAIN
GROURD RING. 6ROUND PER MANIFAGTURER5
SPECIFICATIONS.
5O BOND ALL STEEL POSTS FOR ICE BMP6E 4
N -FR Ar E NTH 02 AY49 50LID BARE TINS
COPPER WIRE U51N5 EXOTHERMIC HE D5 AT 6'
ABOVE GRADE OR FOUNDATION, WHICHEVER 15
HIGHER. APPLY COLD-0ALV AFTERWARD.
EXOT}EWIGALLY WELD OBER END OF LEAD
TO EXISTING EQUIPMENT GROUND RING.
EXISTING MAIN
GROUND RING (APPROX)
EXI5TIM AT&T
CONCRETE PAD
Td,•�iR TOE' E�.U,y�71•`_�5 Ni7TC�.
PROPOSED 06 AWG STRANIDW GREEN
INSULATED COPPER WIRE FROM THE
PROPo5m RAYCAP xh-48-60
TO THE SECTOR 6R,OUND BAT. PER
MANN PACTURERS SPECIFICATIONS.
2. PROPOSED &6 AWS STRANDED 6REEN
INSULATED COPPER WIRE FROM EACH RRU TO
THE SECTOR GROUND BAR. GROUND PER
MAKFACTURERS SPECIFICATIONS.
5. PROPOSED $6 AWG 5TRANDED GREEN
INSULATED COPPER WIRE FROM THE TMA5
TO THE SECTOR GROUND BAR
PENCE
+ + +I + 1+ + + a
+ + + pP •I• +n + + L
+ s
+ 1i 4r
+ EXISTING
+ PROP05ED -48V 'TOS
+ + + 5 A,A�A !I 15�� CAE INET DG PorER & PAD
BATTERY CABINET VACANT)
+ o
+
EXISTING 3106 _
RBS CABINET
FXISTINkS f f s PROP05M RAYGAP
DIPLEXER DG6-48-60-RM IN51DE
FRAM 02) NEN -48V PONE R CABINET
EXISTING 2106 EXISTING 2106
R05 CABINET RBS CABINET
1
i EXISTING
UTILITY H -FRAME
s
3 O 5
GROUNDING SITE PLAN
50ALE: 1" = 3' SCALE, I' = 5'
CES4 NDINl6 NOTES
I. ALL GROUND azcTRoDE 5Y5Te4S {INCLUDING TELWOMMLIHICAMON, RADIO, LIWM46 PROTBGTION, AND AG PoYE R 6E5W Si A
Be BOIL TOGEnM AT OR BELOW GRADE, BY TWO OR MORE COPPER 13CMNS CON Xv=R5 IN AGCOR.DAhZE NTH THE NEG AND
AT4T N2•00071.
2. THE 503GONTR°LTOR 5HALL PERFORM IEEE FALL-OF-POTUMAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR
GROR0 ELECTRODE SY5TEM5. TESTING SHALL BE IN ACCORDANCE WITH SPECIFICATION 24182 -000 -3P5 -E -GW -00001. USE OF
OTHER METHODS MUST BE PRE -APPROVED BY CONTRACTOR IN YHRITINS.
3. THE 5L6GONTRAGTOR ,hull FURNUSH AND INSTALL 5UPPL174FNfAL 6ROUNID ELFGTRODES A5 NEEDED TO ACHIEVE A TEST RESULT
OF 5 OR,16 OR LESS. WHEN ADDING ELECTRODES, CONTRACTOR SHALL MAINTAIN A M11411W PISTANCE BETNEEN TIME ADDED
ELECTRODE AND ANY OTHER EXISTING ELECTRODE 49(4IlAL TO THE BURIED LEN67H OF THE ROD. IDEALLY, CONTRACTOR SHALL STRIVE
TO KEEP THE SEPARATION DISTANCE EQUAL TO TNGE THE BURIED LENGTH OF THE RODS.
4. THE SUBCONTRACTOR 15 RESPONSIBLE FOR PROPERLY SEaer,1145 SRMOING AND ROFRGROI.IND CONDUIT INSTALLATION AS TO
PREVENT ANY L095 OF C-CXM UTY IN THE 6ROUNDING SYSTEM OR DAMP6E TO THE CONDUIT.
5. METAL CONOVIT AND TRAY SHALL BE 6ROUNDED AND MADE 43L-0TRIGALLY CoNTINJOU5 WITH L15TED BONDING FITTINGS OR BY
BONDING ACROSS THE DI5CON TWITY WITH 116 APO COPPER PURE AND UL APPROVED 6ROUNDI45 TYPE GONOVIT aAMP5 PER NEO
AND ATI T ND••00011.
6. METAL RACEWAY SHALL NOT BE USED AS THE NEC REWIRED Ed11ReE r SROLW CONCUCTOR 5TRANDED COPPER CONDUCTORS
WITH GRAN IW:(,LATIOK SIZED IN ACCORDANCE WITH THE WG, SHALL BE FURM E0 AND INSTALLED WITH THE POt R CIRCUITS TO
BTS EGUIPM E NT.
1. C.ONOWTI" TO THE GROUND BU5 SHALL NOT BE DOUBLED UP OR STACKED. BACK-TO-BACK C01,04EtTIONN5 ON OPPOSITE SIDES
OF THE 6ROUND EU5 ARE PERMITTED.
B. ALUMINUM CON=70R OR COPPER CAD STEEL CONDUCTOR SHALL NOT BE USED FOR 6ROLSEDIN6 CCNONEGTIONS.
q. USE OF q0' BaM IN THE PROTECTION 6ROUNDING CONDUCTORS SHALL BE AVOIDED H^N EN 45' BENDS CAN BE ADEWATELY
V"oRTEP. IN ALL CA515, BE{DS 5HALL BE MADE WITH A MINIMUM BE 1O RADIUS OF 8 IN CFE5-
1O. FACHH INTERIOR BTS CABINET FRAM A LININ SHALL BE DIRECTLY CONPECTED TO THE MA5T15R 6SRCIRID BAR WITH 62 AWG
STRANOW, 6RE N INSULATED 5UPPL8ENTAL E(WIR ENT GROW HIRE, EAC4 OUTDOOR CABINET FRJd•1FAF'LINTH SHALL BE DIRECTLY
CONNEGTID TO THE BURLED GROUND RJNG NTH 12 ASHG 50UP TIN-PLATED COPPER WIRE.
II. ALL EXTERIOR GROUND CONDUGTOR5 BETWEEN I5WIPMIWAGROUK0 BAR+ AND THE GROUND RING, SHALL. BE 02 AH'H5 SOLID
TIB -PLATED COPPER UN1.E55 OTHERWI5E INDICATED.
12. EXOT11R141G WELDS MALL BE USED FOR ALL GROUNDINS CONNECTIONS BM -ON GRADE. CO*B'TIONS TO ABOVE GRADE
>=Ki [OR LrIITS SHALL BE MADE WITH EXOTHERMIC H fLD5 NHIERE PRACTICAL OR NTH 2 HOLE MECHANICAL TYPE BRASS
COSU�--iTGR5 WITH STAINLESS STEEL HARDYIARE, INCLUDING SET 5MB15, H16H PRFSGUIZE MW COROOTORS MAY ONLY BE USED
WITH WRITTEN PERMISSION FROM AT&T MARKET REPReSEWAtIVE.
13. EXOTHERMIC MJ? SHALL BE PERMITTED ON TOWERS ONLY WITH THE E*RE55 APPROVAL OF THE TOWER MAN.FAGTUR.ER OR THE
CONTRACTORS 5TRUGTLRAL ENGINEER
14. ALL WIRE TO WIRE GROUND CONTSCTIONS TO THE INTERIOR GROW RING %FALL BE FORAD USINN5 H16H PRE95 CRIMPS OR SPLIT
BOLT CONdtECTOR5 WERE INDICATED IN THE DETAILS.
15. ON ROOFTOP N7E5 WERE EXO HMMIC WELDS ARE A FIRE HAZARD COPPER COWR.EE6ION GAP CONWY TOR5 MAY BE U5,W FOR
WURE TO NRB CONNECTOR5. 2 HOLE MPGHAITCAL TYPE BRASS COK 5GTORRS NTH STAINLE% STEEL HARDNARE, [W-4-WIN6 51:7
5CR13Z SHALL BE USED FOR ooNor .TION TO ALL ROOFTOP BTS EGIUIPI ENT AND 5TRUCTURAL STEEL
16, ICE BRIDGE BONDING CONDUGTOR5 SHALL. BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TONER 6ROUND
BAR USING TWO HOLED NHSGNAHIGAL TYPE BRASS CONNECTORS AND 5TAIM.E55 5Tffi. HARDHARE,
Il. APFROVED ANTIOXIDANT COATINGS OE. CONDUCTIVE GEL OR PASTE) 5HALL BE USED ON ALL COMPRESSION AND BOLTED GROUND
COtNNEGTION5.
18. ALL EXTERIOR 6RCUND COREGT10NS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
Iq. M15GE1.LANF005 516TRIGAL AND NONE BOTRIGAL METAL BOXES, FRA1.1£5 AND WDPORT5 SHALL BE BONDED TO THE GROUND
RING, IN ACCORDANCE NTH THE We,.
2o. BOND ALL NETALL1c 05.Er75 KTHIH 6 FT OF THE BURIED GROUND RING NTH • 2 SOLID AW5 TIN-PLATED COPPER GROUND
CONDUCTOR
21. GROUND CONDUCTORS USED IN THE FACILITY 69GW AND L15 MINS PROTECTION 5YSTB-5 SHALL NOT BE ROUTED THHR4WH
METALLIC OB.JEGTS THAT FORM A RINE AROUND THE GONDUL'TOR, SUCH AS METALLIC COiW METAL 9 ORT C! IPS OR SLI�AES
THROUGH HALLUS OR FI OM. HHEN IT 19 REGtUIRED TO BE HMrkV IN CONDSAT TO MFffii CODE RFWAREMENT5 OR LOCAL CONDITIONS,
NOHi+rzTAL.LIG MATERIAL SUCH AS PVC BLASTIC, CONOULT SNAIL BE USED, HHRE}RE USE OF METAL CONDUIT 15 UWVOIPABLE (Eb6
NON•N•'ETALLIG CONDUIT PROHHIBITED BY LOCAL CODFJ THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL
CONDUIT NTH LI5TED BONDING FITTINGS.
22, 6ROLND ALL RF 6Gy11PNENT INCLUDING BUT NOT LIMITED TO COAX, DIPIEXERS, SURGE ARRESTORS, TMA',,, ANTENNAS, i ANTENNA
MASTS PER NEG AND ATIT ND••00011.
30 MANSELL CT
SUITE 103
ROSWELL, GA 30076
678.280.2325
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Na. 14904 5$�'�
PROP05ED
ANTENNA MjWr
PROPOSED
PROP05Ev
PROPO=wPALL ANTENNA
PROPOSE%
RAYGAP
GABLE GRCMIN6 •6 AP45 STRANDED 6Rffil
k^FATHERPROOFIN6INJJLATED (TYPJ
(FOR 65H COAX ON
�EYJ5TINu SECTOR
6ROUND BAR
COAXIAL GABLE
TO AMM
(65M GM.Y)
FKI5T11* &ROUND BAR
AT 3ME OF TOWER
(COAX GABLE ONLY)
EXISM* &ROUND BAR AT
EQUIPMENT CABINET OR
GUT5IDE OF 5WLTER
(COAX GABLE ONLY)
HOTES,
I. GABLE 6ROUHD KIT AT PROPOSED ANTENNA TO BE MOUNTED
WITHIN 6' OF CONNECTION TO ANTENNA.
2. GABLE: 6RCMD KJT AT U45E OF TOYER TO BE MOUNTED
WITHIN 36' ABOVE WHERE THE GABLIN6 BENDS AWAY FROM THE
TOWER.
GROUNDING SCHEMATIC FOR PANEL ANTENRlAS
NOT TO SCALE
318' 0 STAINLE55
STEEL BOLT +rO HOLE COPPER
SON TYPE
&ROUND LU6
/ -\-PLAT KMMM L 02 6RaM
GO1d7116TOR
6RO" BAR OR LOCK WA5FER
EQUIPMENT Wr
MEGHANIGAL GROUND GONNEGTION
NOT TO SCALE
GABLE TO ANTRNA
WEATHERPROOHM KIT
COAX GABLE 6ROMN6
CLAM KIT
06 AWS STRANDED COPPER
6RO1J!d7 COMTOR
GABLE TO R135
NOTM
I. DO NOT IN5TALL GABLE 6RGUND KIT AT A BEND.
2. ALWAY5 DIR6GT OWM WIRE DOWN TO 6RCM BAR
3. 6ROMINS KIT t PEAATIrM PROOFING KIT 5HALL BE
TYPE t PART t A5 5(MED OR P-F<4t4'S ICED BY
GABLE MANIFAGTMEt.
COAX GABLE GROUND KIT
H
NOT TO SCALE
MGUHTTH5 BRACKET m
I116' 0 VJ o
HOL' 0 0 0 u 0 0
0 0 0 0 0 0 0 0
�0 0 0 0 0 0
W-% 0 0 CO rP BAR,
V4'x4'xL
ME CAP43 D
rnasrriw hvP1
IN5IAATOR
T 2Tn/
NOTE. L = A5 REGUIR® FOR ALL C.OMEGTM
PLI15 50% FIIRIRE CAPACITY,
BAR MAI
NOT TO SCALE
ap
GGT p olep)
Now I-5/8'
LN15TFW GUT AS_.,�
REQUIRED (TYPJ
DIPLEXER 55URED TO
LMSTRIIT WITH MANIIFAGTUW
5)PPLIEP HARDWARE (iYPJ
M 5HELTER, 316' DIA HILTI
KKK BOLT II WITH COUPLER
EQ8 ICE BMD66 STANDARD
B/8' DIA. NUT5 t WA5FER5
■I.
I.
■I■
Q
_
F
D
D
BE
- IN
DIPLEXER GROUNDING DETAILS
NOT TO 5GALE
51ELTER GEILIN5
OR ICE BRIDGE
3I8' DIA ALL THREADED
ROD. GUT ROD TO
REWIRED A�ZTH (TYPJ
�— PROVIDE NITS t
WA5FER5 TOP t
BOTTOM 17YPJ
�— CON NEGTIOH PER
MAAFAGTURER'5
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SPECIFICATIONS
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No. 14904
30 MANSELL CT
SUITE 103
ROS WELL, GA 30076
678.280.2325
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Block 175, Original City of Little Rook, Pulaski County, Arkansas,
LEGAL DRSCRIPTION OF TEN LEASED SITS
(pro I0086013.AR1601.SITr LHASS ACA210DLSDGYaNT.os.16.01, rshtbit -1" to the SLA)
Pari of Let 4, Block 176, Original City of Liths Rock, Pulaski County, Arkwrsas, bring
more particuarly describe as fellows: Commenting at the Northwest corner of said Lot
4; thance South 09 dagraea 80 minutaa 12 veconds ]Post Mang fhv East aide of State
Street 9.74 feet; the South 80 degrees 38 minutes 05 srcortida East 8.79 feet to a
#5 mbar at the point of beginning; thence South 80 de8rees 3S minutes 05 second$
East 48.83 feet to a #6 rebar; thamce South 09 degrees 26 minutes 65 seconds West
24.80 feat to a 06 malar; theme North 80 degrees .28 minutes 10 seconds (Pest 48.86
feet to a #6 rebar; thence North 08 degrees 31 minutes 38 saconds East 24.86 feet to
Me point of beptnning.
°111W f+NK
BMCK 178
ORrcZNAL CITY Of LITTLE ROCS
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