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� .—• .�-• �. —• �. �• �• —• —. —. -�. �.
5 -
EXISTING
oyp
VICINITY MAP:
STOP OF ANTENNA 134.40' _ _ _y -• '
OF ANTENNA 132.27'
TOP OF (OTTER ----gOTTOM OF ANTENNA 130.13'_r
n W r•
11tl. Tteeb `
n.r,+>•.�.1¢ ri":i�. 7., '7x t+riv c.tl `N W6r9
.J ESM St
MONOPOLE � .
SITE DIRECTIONS
FROM PINE RLUFF AR. TAKE 65 NORTH TO 30 WE51. TAKE EXIT 33 (DETER SPRINGS)
FOLLOW TO lAAKLVALE PIKE. TURN RIGHT To GO TO 35TH STREET. TURN LEFT t
TONER IS AT THE ENO OF THE ROAD
:W 10' 0 14'
iin - , r=
GRACE LEVEL 256.61'
l
F,taff
y?l—an nln-,,i & �eNn�'�rt 'SVIJ
CF
Subject,) 1. i flans ic:c V1 1' it.
Ry: w
Date: r -�
i�T(nra ;'ROM APPROVED
x a5, SET 15 REBAR
1�
FOUND R R °,
W/ CA"l 02 ' a del
3' NORTH OF LINE '1
bN 0 AN
Sha
�fi h
59
56g ��
:E x
x�
x�
x EXISTING
GTW (TYP)�
t
EXISTING
SHELTER
tr1 �
o ao' EXISTING
ICE BRIDGE
✓ X12' TALL
8' CHAIN f
LINK FENCE
W/ 3 -STRAND \✓ x
BARB WIRE - -
0
W/ CAP 1021
FOUND #4 RE AR
^W/ CAP #1026
P-O_B. '
SET X15 REBAR x
-W/ CAP 1028
(TYP ALL 4 CORNE S
20'x35' LEASE AREA)
Zg
a
A3
,JI vI `ys
o�
O
1
Lr tl: O
D
A J
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-
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UtHUHMAWK- x
_ X" OA[ W
ANGOR BOLT Lp�
x25 e'v A, � 045 0
N _A'1'�
EXISTING 130, FOUND # REBAR
MONOPOLE W/ CAP /1026
FOUND ISE REBAR___,-" PARENT TRACT
W/ CAP #1026 DOC. 95-17748 —x _ X —X
—x —x —x
—x —x
�x —x --X
x
LL
A - Compal" poral
10' 5• 0 10' ■ -fouW monumw
p-Yp■1,'bA W
SCALE VALID ON 24x36 ONLY P-::
GENERAL NOTES
,ML uwDET we, a1RT1Es AMY mi NATE KEm NNw4 "UK rAkxev
"'a," NA.% REP.Lauto a n1ftiR WRiEN A900 War" LMC enw,
AVC Rim nAa= D= T * ICSpvpyC Owm NATO arm shvem-
TIeS •A,RVLr 9WlK NK CQ6IROED AS A FULL ARr DOIROSURVEY Or THE
WKM TRACT•
A.�e TOR KMTVIFSe I16 DNAaei 6 pTATCD 10 ASTRONOIDC NWK AS
CT[RNeED K WS. O1]ERYATNRTS A,N D,11T16 fROI TWE PARENT TRAM RECORD
CswT,ans As pxR
RE R(VR1•CD TIS KAATS DF UK CTRM, o Or TRU E.AN.ASM yf FP
Y 1VD[R1 4 Ds0■n fOR 1LbT0N Iw1iO AI ITRC FRI 1DAT,a2• MTED
IAT 17, TODA. TMC fGL11ReIC 1'IR..:Aa Caa,f1T OaCl+1.EIT15 HYDE f0cy- of
M- W73.
D5- 31
ftAT82-631"
"
mAa.
- P,aT ,R},KR C-893.
_ D1 -scars.
_ w-edasrs.
_ ADT-D7:Dw.
2003-anIDT, AND
,YIRAsIi EL[e7NTY FROM RESC Do%,RRNTs ARE sll0■N N,asbN.
SITE C100R01tVAT1=S_
DATUIL• NAD -55
CENTER OF EXISTING 34.42.57.76- NORTH LATITUDE
TOWER 9r20'03.23- WEST LONGITUDE
256.01' (GROUND) Hm 1929
N[REDr �AWfT' TO -MK= THAT Oc urTnOx. UNKALOE.
AND EI[TATNKS SHOGEOr DEI E VET "MIED (RUN AN ACSUIR
StWeEV rS7KR[0IIN N
OR THE GIVUT4 iT NE ON 1T anNRS UNDER MY
MtC.'r STIPENVoW MIO THAT THE I" AMC V NN TIE FOLtORNIO
r•c,c- -I-A' TOUMAMM;
Madom4L- PCIS DR bxRUS 15 RET:
yDnrAL- ftUs OR rN5 3 RET.
NOTE: 1AT,TUOE AND 10n01R0E ARE "SED ON THE NORTH ANEW -MI
WW OF "AS (NAD 53}
CLtvLno s ARE RASED ON THE NAT,ONAL CEDOEIIC WWWa WTUM OF
1129 (NL,N IM).
AOI%: TWs w..wr aeg bawd w, lege 4.e 01— and IBM work
IurP1.Ma 07 en— w.d peaa „el nplww,l s 11M N..eh.
Oy of U,NW r" wW and alynWura, I Oa " C. SAelnberter, rt
No. 1365, h.r.br Certify IW 1h;. drawing c .clly capitia a
sbc"y t p:lfd under my AuperA,Tion.
NOTE: This survq was baud on T.pel defcrlpAons and fills work
1ortlishad by oHNra and does nal rapraswll 0 NNe worth.
The p"perq described hw een hes w4h:a .one -AE- .Rhin the
100 Tear i laq_QCm,:x. Tc0%10aq to the = rOnte Rale
322 Nafeh MarkelBenton, Arkansas
5�b;
HOPE PH. (501)315-070672015
ENGINEERS FAX (501) 315-0700
FOR OSE ABV 9.WM OF:
VERIZON WIRELESS
-UALR SITE
WEST 351h STREET
LITTLE ROCK, AR 72204
II D1TE_ 07/76/2006 C.RO- 0Y: 0.0. f; OUWK WYAM , A
RFv6Eo: 04-0551 111[`
cC1J is AS NDTED
LANDLORD'S DESCRIPTION:
A PART OF LOT 2A RUDY'S FARM REPLAT, BEING A REPLAT OF LOT 1 RUDY'S FARM REPLAT AND BLOCK 10
OF RUEBEL & LEYMER ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A #3 REBAR AT THE NORTHEAST CORNER OF SAID
LOT 2A RUDY'S FARM REPLAT; THENCE SOUTH 14'08'39" EAST FOR 151.17 FEET ALONG THE WESTERLY
RIGHT-OF-WAY LINE OF POLK STREET TO A #4 REBAR; THENCE SOUTH 64'20'58" WEST FOR 75.86 FEET
LEAVING SAID WESTERLY RIGHT-OF-WAY LINE TO A #4 REBAR; THENCE SOUTH 21'43'19" EAST FOR 77.01
FEET TO A #4 REBAR; THENCE SOUTH 68'16'41" WEST FOR 44.00 FEET TO A #4 REBAR AND THE POINT OF
BEGINNING; THENCE SOUTH 21'43'19" EAST FOR 70.00 FEET TO A #4 REBAR; THENCE NORTH 68'16'41"
EAST FOR 70.00 FEET TO A #4 REBAR; THENCE NORTH 21'43'19" WEST FOR 70.00 FEET TO A #4 REBAR;
THENCE SOUTH 68'16'41" WEST FOR 70.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.11 ACRES
MORE OR LESS.
ALSO, A 30 FOOT COMBINATION ACCESS AND UTILITY EASEMENT BEING A PART OF LOT 2A RUDY'S FARM
REPLAT, BEING A REPLAT OF LOT 1 RUDY'S FARM REPLAT AND BLOCK 10 OF RUEBEL & LEYMER ADDITION TO
THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A #3 REBAR AT THE NORTHEAST CORNER OF SAID LOT 2A RUDY'S FARM REPLAT; THENCE
SOUTH 14'08'39" EAST FOR 151.17 FEET ALONG THE WESTERLY RIGHT-OF-WAY LINE OF POLK STREET TO A
#4 REBAR AND THE POINT OF BEGINNING; THENCE SOUTH 64.20'58" WEST FOR 75.86 FEET LEAVING SAID
WESTERLY RIGHT-OF-WAY LINE TO A #4 REBAR; THENCE SOUTH 21'43'19" EAST FOR A DISTANCE OF 77.01
FEET TO A #4 REBAR; THENCE NORTH 68'16'41" EAST FOR 30.00 FEET TO A #4 REBAR; THENCE NORTH
21'43'19" WEST FOR 48.99 FEET TO A #4 REBAR; THENCE NORTH 64'20'58" EAST FOR 41.74 FEET TO A #4
REBAR ON THE WESTERLY RIGHT-OF-WAY LINE OF POLK STREET; THENCE NORTH 14'08'39" WEST FOR 30.62
FEET ALONG SAID WESTERLY RIGHT-OF-WAY TO THE POINT OF BEGINNING, CONTAINING 0.08 ACRES MORE OR
LESS.
TOGETHER WITH AND SUBJECT TO COVENANTS, EASEMENTS, AND RESTRICTIONS OF RECORD.
I SITE DESCRIPTION:
A PART OF LOT 2A RUDY'S FARM REPLAT, BEING A REPLAT OF LOT 1 RUDY'S FARM REPLAT AND BLOCK 10
OF RUEBEL & LEYMER ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A #3 REBAR AT THE NORTHEA5T CORNER OF SAID
LOT 2A RUDY'S FARM REPLAT; THENCE SOUTH 14'08'39" EAST FOR 151.17 FEET ALONG THE WESTERLY
RIGHT-OF-WAY LINE OF POLK STREET TO A #4 REBAR; THENCE SOUTH 64'20'58" WEST FOR 75.86 FEET
LEAVING SAID WESTERLY RIGHT-OF-WAY LINE TO A #4 REBAR AT THE NORTHEASTERLY CORNER OF AN
EXISTING 30' COMBINATION ACCESS AND UTILITY EASEMENT AS DESCRIBED IN PULASKI COUNTY DOCUMENT
95-17748; THENCE ALONG THE NORTH AND WEST LINES OF SAID ALLTEL EASEMENT THE FOLLOWING
COURSES: SOUTH 21'43'19" EAST FOR 77.01 FEET TO A #4 REBAR ON THE NORTHERLY LINE OF THE
EXISTING LEASE AREA AS DESCRIBED IN PULASKI COUNTY DOCUMENT 95-17748 (THE PARENT TRACT); THENCE
ALONG THE NORTH LINE OF THE PARENT TRACT NORTH 68'16'41" EAST FOR 22.07 FEET; THENCE LEAVING
THE NORTH LINE OF THE PARENT TRACT SOUTH 20'16'31" EAST FOR 23.19 FEET TO A #5 REBAR AND THE
POINT OF BEGINNING; THENCE CONTINUING SOUTH 20'16'31" EAST FOR 35.00 FEET TO A #5 REBAR; THENCE
SOUTH 69'43'28" WEST FOR 20.00 FEET TO A #5 REBAR; THENCE NORTH 20'16'31" WEST FOR 35.00 FEET
TO A #5 REBAR; THENCE NORTH 69'43'29" EAST FOR 20.00 FEET TO THE POINT OF BEGINNING, CONTAINING
700 SQUARE FEET, OR 0.016 ACRES.
ALSO, AN EXISTING EASEMENT DESCRIBED IN PULASKI COUNTY DOCUMENT 95-17748 AS FOLLOWS:
A 30 FOOT COMBINATION ACCESS AND UTILITY EASEMENT BEING A PART OF LOT 2A RUDY'S FARM REPLAT,
BEING A REPLAT OF LOT 1 RUDY'S FARM REPLAT AND BLOCK 10 OF RUEBEL & LEYMER ADDITION TO THE
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A #3 REBAR AT THE NORTHEAST CORNER OF SAID LOT 2A RUDY'S FARM REPLAT; THENCE
SOUTH 14'08'39" EAST FOR 151.17 FEET ALONG THE WESTERLY RIGHT-OF-WAY LINE OF POLK STREET TO A
#4 REBAR AND THE POINT OF BEGINNING; THENCE SOUTH 64'20'58" WEST FOR 75.86 FEET LEAVING SAID
WESTERLY RIGHT-OF-WAY LINE TO A #4 REBAR; THENCE SOUTH 21'43'19" EAST FOR A DISTANCE OF 77.01
FEET TO A #4 REBAR; THENCE NORTH 68'16'41" EAST FOR 30.00 FEET TO A #4 REBAR; THENCE NORTH
21'43'19" WEST FOR 48.99 FEET TO A #4 REBAR; THENCE NORTH 64'20'58" EAST FOR 41.74 FEET TO A #4
REBAR ON THE WESTERLY RIGHT-OF-WAY LINE OF POLK STREET; THENCE NORTH 14'08'39" WEST FOR 30.62
FEET ALONG SAID WESTERLY RIGHT-OF-WAY TO THE PINT OF BEGINNING, CONTAINING 0.08 ACRES MORE OR
LESS.
ALSO, AN EASEMENT FOR REASONABLE ACCESS, INGRESS AND EGRESS AND UTILITY SERVICES ACROSS THE
ABOVE -NOTED ALLTEL TOWER SITE LOCATED IN LITTLE ROCK, ARKANSAS, AS RECORDED IN PULASKI COUNTY
ARKANSAS DOCUMENT NO. 95-17748, TO PROVIDE FOR THE PASSAGE OF VEHICLES, PEDESTRIANS AND
UTILITIES BETWEEN THE ABOVE-DESCRIBED 700 SQUARE FOOT PARCEL AND THE EXISTING INGRESS/EGRESS
AND UTILITY EASEMENT BENEFITTING THE TOWER SITE. THIS EASEMENT BEING SUBJECT TO THE EXISTING
IMPROVEMENTS ON THE SITE.
TOGETHER WITH AND SUBJECT TO COVENANTS, EASEMENTS, AND RESTRICTIONS OF RECORD.
1_q� r"
r ra
VICINITY MAP:
r � y
whir• a @� :;.,�' .
SITE DIRECTIONS
TROM PINE RLOrr AR. }ARU; 65 NORTH TO 30 WEST. TAKE EXIT 33 (GETER SPRINGS) &
rOLLOW To mAKLVALE PIKE. TURN RIGKT TO GO TO 35TH STREET. TURN LEFT &
TONER 1S AT THE END OF THE ROAD
NOTES
A U.0momm Nn rats wT NOT RAIN ant. s,DRN. A47K oftum
OWS .,MN SECR LDCAtta NO SIe, IRDEe**Ou 0 ,nkirr "as'F.
enr
R ILAx nAmm n n"am%rrrrl. 021018 HAVE am SHOWN -
TM 's11MLi MULL NOT ME CONSMIED AS A RILL NOUNDMT SUNKT Or THE
on nuc+.
Sao gas 4E AK.T. TMORAawc a QMATCD TO ASTN011Om NORTH AS
ROWO 0T ",&_60SMVAUO,FS me IAArM Flip, THE PARENT 1940 RECORD
ICAlroows A3 '4011.
K gD," D THE X'JnT3 or TNT COVInCAM Or TAU [FAINMAMaM FWARED
400111 L PORN r0F rvexDN TATap,[SS, wOT[0 AT u4c /42 j0/11W. 041TD
7004- THE r[hL0eR0 =NASO CO1MT aOCLIIDITs •1411 F40ri0E7
= n-1i7u.
X-i1N4
PLAT OLS111111 C-0103.
/I -Imre.
-
v&T-arn
OsNTHIC.
2
- 003-arilp. ANO
- Wes main.
M.IYAA.0 pplEwT! rODN Ili[S[ pp[S44M5 AK
SITE COpFRC)I"ATES:
DATUM: NAD -113
CENTER OF EXISTING 3x42'57.78' NORTH LATITUDE
TOWER 9=20'03.23' TEST LONGITUDE
256.6s' DGROUND) mm 1929
T 11]01 CCM To j%ZgtSRLjEaE3j2L THAT THE LATITUDE. LONPROE.
AND CIEVATANS Sma" NENEom KNE OCTENIAO" FROM AN ACTUAL
MTNTtr VZOOMKO on TK C401N0 RT u[ 04 er armcm tNOOT MT
DNECT vAtoymm ANO THAT TIC SUS 414 wnIIK TNr romommma[
r.C.0 -1-A' TOLCNUN;Sr
NORQONIAL- Kai OR HNUS 15 FEET:
rM m:U- /WS OR NNRIS 3 FEET.
MLLATITUDE AND tONCnh AMC "%D OR THE NORM A/CIRCAN
DATUM 1N 11163 IXAD RIJ.
ELEVATIONS ARE 6AMC ON THE
NATIONAL GEODETIC
YERTIGL DATUM Or
1926 ("m 19m)-
mus, Thi. -N.rr wwI "wer .n woo d -vi ww -W INF .-k
luwlw,wl ar ARK, mw aa.r "rs ..pe..A. a e sr -A,.
eSp
Ry a111si.q NTy seal and W"twe, I DaT16Lee C. ShAmbart.r. T7
N0, 1366. hereby cenlly N,al this drawing Carrec/tr dopicls o
eurny cempind under my superHsian-
NOT£: TMs survey war based an bgW dr ApUons and IRI* work
iwnishod by alhers and does not represent a NNe search.
The prOpeAy described hereon Nes wilhin 2004 'AE- within she
100 year IlaOtl ��lwleA aCA'?r,Gr* 10 the Shad'.A>wfOfl ICs Rale
322 North Market Sheet,
nsas
HOPE PH 0113155-070672015
ENGINEERS FAX 1501) 315-0700
rOR 115E AND RLNETTr Or:
VERIZON WIRELESS
WEST 351h STREET
LITTLE ROCK. AR 72204
e-E-wl.a oAn
-rauW ",pn,rr,rnl DATE; 07/76/2004 C.A.O. RV: OAP gRAes6 NOOM
o°=siis 1a~tlIi w MEMO: jam:= n: 04-0551
(a}-fMW %kU AS NOTED
L �
1_q� r"
r ra
VICINITY MAP:
r � y
whir• a @� :;.,�' .
SITE DIRECTIONS
TROM PINE RLOrr AR. }ARU; 65 NORTH TO 30 WEST. TAKE EXIT 33 (GETER SPRINGS) &
rOLLOW To mAKLVALE PIKE. TURN RIGKT TO GO TO 35TH STREET. TURN LEFT &
TONER 1S AT THE END OF THE ROAD
NOTES
A U.0momm Nn rats wT NOT RAIN ant. s,DRN. A47K oftum
OWS .,MN SECR LDCAtta NO SIe, IRDEe**Ou 0 ,nkirr "as'F.
enr
R ILAx nAmm n n"am%rrrrl. 021018 HAVE am SHOWN -
TM 's11MLi MULL NOT ME CONSMIED AS A RILL NOUNDMT SUNKT Or THE
on nuc+.
Sao gas 4E AK.T. TMORAawc a QMATCD TO ASTN011Om NORTH AS
ROWO 0T ",&_60SMVAUO,FS me IAArM Flip, THE PARENT 1940 RECORD
ICAlroows A3 '4011.
K gD," D THE X'JnT3 or TNT COVInCAM Or TAU [FAINMAMaM FWARED
400111 L PORN r0F rvexDN TATap,[SS, wOT[0 AT u4c /42 j0/11W. 041TD
7004- THE r[hL0eR0 =NASO CO1MT aOCLIIDITs •1411 F40ri0E7
= n-1i7u.
X-i1N4
PLAT OLS111111 C-0103.
/I -Imre.
-
v&T-arn
OsNTHIC.
2
- 003-arilp. ANO
- Wes main.
M.IYAA.0 pplEwT! rODN Ili[S[ pp[S44M5 AK
SITE COpFRC)I"ATES:
DATUM: NAD -113
CENTER OF EXISTING 3x42'57.78' NORTH LATITUDE
TOWER 9=20'03.23' TEST LONGITUDE
256.6s' DGROUND) mm 1929
T 11]01 CCM To j%ZgtSRLjEaE3j2L THAT THE LATITUDE. LONPROE.
AND CIEVATANS Sma" NENEom KNE OCTENIAO" FROM AN ACTUAL
MTNTtr VZOOMKO on TK C401N0 RT u[ 04 er armcm tNOOT MT
DNECT vAtoymm ANO THAT TIC SUS 414 wnIIK TNr romommma[
r.C.0 -1-A' TOLCNUN;Sr
NORQONIAL- Kai OR HNUS 15 FEET:
rM m:U- /WS OR NNRIS 3 FEET.
MLLATITUDE AND tONCnh AMC "%D OR THE NORM A/CIRCAN
DATUM 1N 11163 IXAD RIJ.
ELEVATIONS ARE 6AMC ON THE
NATIONAL GEODETIC
YERTIGL DATUM Or
1926 ("m 19m)-
mus, Thi. -N.rr wwI "wer .n woo d -vi ww -W INF .-k
luwlw,wl ar ARK, mw aa.r "rs ..pe..A. a e sr -A,.
eSp
Ry a111si.q NTy seal and W"twe, I DaT16Lee C. ShAmbart.r. T7
N0, 1366. hereby cenlly N,al this drawing Carrec/tr dopicls o
eurny cempind under my superHsian-
NOT£: TMs survey war based an bgW dr ApUons and IRI* work
iwnishod by alhers and does not represent a NNe search.
The prOpeAy described hereon Nes wilhin 2004 'AE- within she
100 year IlaOtl ��lwleA aCA'?r,Gr* 10 the Shad'.A>wfOfl ICs Rale
322 North Market Sheet,
nsas
HOPE PH 0113155-070672015
ENGINEERS FAX 1501) 315-0700
rOR 115E AND RLNETTr Or:
VERIZON WIRELESS
WEST 351h STREET
LITTLE ROCK. AR 72204
e-E-wl.a oAn
-rauW ",pn,rr,rnl DATE; 07/76/2004 C.A.O. RV: OAP gRAes6 NOOM
o°=siis 1a~tlIi w MEMO: jam:= n: 04-0551
(a}-fMW %kU AS NOTED
EXISTING 130' MONOPOLE
LAT: 34' 42' 57.78N
LON: -92' 20' 03.23W
ELEV-. 256.81' AMSL
NEW LESSEE COAX ROUTED ON �
OUTSIDE OF MONOPOLE ATTACH TO
MONOPOLE WITH MONOPOLE COAX
SUPPORT KITS (VALMONT PART #
82423), STAINLESS STEEL BANDING
(VALMONT PART / B1769), AND
BUCKLES FOR BANDING (VALMONT
PART / B1770) O 4'-0" O.C. MAX
NEW LESSEE GPS ANTENNA.
SEE DETAIL 2 ON SHEET 06
NEW LESSEE ICE BRIDGE.
SEE DETAIL 2 ON SHEET
09
EXISTING GROUND BAR TO
BE RELOCATED
CONTRACTOR TO
COORDINATE WITH EXISTING
CARRIER FOR RELOCATION
NEW LESSEE METER
NEW LESSEE 20' x 35'
LEASE AREA
NEW LESSEE 12' X 30'
SHELTER. SEE SHEET 07
FOR DETAILS
EXISTING FENCE
NEW A/C CONDENSATE
DRIP WELL (TYP). SEE
DETAIL 5 ON SHEET 15
EST, MMAGGNNETiC
NO
t.78'*
c
m
W E
S
BY
517E LAYOUT PLAN THIS PLAN ON A ENGINEERS (DATED E07/16/04 AND STAMPED HOPE
SCALE: 1/4' - 1' 22"x 34' PAPER 09/27/04. CONTRACTOR SHALL FIELD VERIFY
SCALE: 1/8" - 1' 11"x 17" PAPER ALL EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
VER/ZONW/RELESS
TENNESSEEPARMERSHIP
500 WEST DOVE ROAD
SOUTHLAKE, TX 76092
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION _
PROJECT NO:
DRAWN BY: SEW
CHECKED BY: JOH/GDF/RBS
APPROVED BY: MDB
**
PROFESSIONAL
ENGINEER
i SEAL)
>wei.
EXCELL COMMUNICATION, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0196
FAX: 205.956.2632
UALR_AR
165753
LITTLE ROCK BTA
SME ADDRESS
5600-D W. 35TH STREET
LITTLE ROCK, AR 72204
,HEFT TIRE
SITE LAYOUT
PLAN
05
VERIZON WIRELESS
TENNESSEE PARTNERSHIP
(HEREIN AFTER REFERRED TO AS "LESSEE")
SITE NAME: UALR AR
5600-D WEST 35TH STREET
PULASKI COUNTY: LITTLE ROCK, ARKANSAS 72204
T-CELL#:165753
DRAWING INDEX
01 TITLE SHEET
1 OF 2 SITE SURVEY
2 OF 2 SITE SURVEY
03 CONSTRUCTION NOTES
04 OVERALL SITE LAYOUT PLAN
05 SITE LAYOUT PLAN
06 TOWER ELEVATION & ANTENNA MOUNTING
07 SHELTER ELEVATIONS
08 FOUNDATION DETAILS
08A
FOUNDATION DETAILS
09
ICE BRIDGE DETAILS
10
ELECTRICAL NOTES
11
ELECTRICAL PLAN
12 SINGLE LINE DIAGRAM & DETAILS
13 GROUNDING PLAN
14 GROUNDING SINGLE LINE DIAGRAM
15 GROUNDING DETAILS
16 RF DATA SHEET
APPLICANT ADDRESS
VERIZON WIRELESS TENNESSEE PARTNERSHIP
500 WEST DOVE ROAD
SOUTHLAKE, TX 76092
CONTACT: MITCH LENOARD
PHONE: (615) 478-3627
PROJECT MANAGER
EXCEL- COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, AL35173
CONTACT: BRIAN SANDERS
PHONE: (205) 956-0198 EXT. 211
RADIO ENGINEER
DAVID MASON
(662) 8313234
CONSTRUCTION ENGINEER
MITCH LENOARD
(615) 4783627
IMPLEMENTATION MANAGER
SCOTT CATES
(682) 831-3120
CONSTRUCTION MANAGER
TRACY REEVES
(682) 831-245
PGPRAITTIAIr
YULAbRI (:uuN I Y
CHAD TRUBY
(501) 3404MI
SITE INFORMATION
SYSTEM: LITTLE ROCK BTA
T -CELL#: 165753
TOWER OWNER
AMERICAN TOWER CORPORATION
DEPT 5305 P.O. BOX 30000
HARTFORD, CT 061506=
(91393-1975 EXT. 3007
PROPERTY OWNER
AMERICAN TOWER CORPORATION
DEPT 5305 P.O. BOX 30000
HARTFORD, CT 061506350
(913)393-1975 EXT. 3007
911 SITE ADDRESS
5600-D W. 35TH STREET
LITTLE ROCK, AR 72204
POWER COMPANY:
ENTERGY
900 S. LOUISIANA
LITTLE ROCK, AR
PHONE (800) 36&3749
TELEPHONE COMPANY
SOUTHWESTERN BELL
#1SHACKLEFORD
LITTLE ROCK, AR
PHONE: (806) 321-7404
ENGINEER. GARYTUCKER
OFFICE (501) 373.1169
CELL: (61)405-1177
POLICE DEPARTMENT
NORTH LITTLE ROCK POLICE DEPT
(501VjS9557
FIRE DEPARTMENT
LITTLE ROCK FORE DEPARTMENT
(501)371A829
2v
7L j5�
PROJECT
SITE
N 70c
X
DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE 135 EAST TO 1.30. TAKE 1-30 EAST TO LITTLE ROCK, AFL
TAKEEXIT 33 (GEYER SPRINGS) & FOLLOW TO MAYBELLINE. TURN RIGHT TO GO TO 35TH STREET. TURN
LEFT & TOWER IS AT THE END OF THE ROAD
APPLICABLE BUILDING CODES AND STANDARDS
CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS
ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE
AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE
DESIGN.
CONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 316, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NIMH
EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION MA) 222-F, STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTEN71ALS OF A GROUND SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS
(FOR LOCATION CATEGORY 'C3' AND 'HIGH SYSTEM EXPOSURE
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,
METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
STRUCTURAL REVIEW
CONTRACTOR SHALL ATTAIN AND VERIFY STRUCTURAL EVALUATION REPORT (BY OTHERS) OF EXISTING
TOWER FOR EXACT PLACEMENT OF ANTENNAS AND COAX CABLES. CONTRACTOR SHALL COMPLY WITH
THE REQUIREMENTS OF THE STRUCTURAL EVALUATION REPORT AND NOTIFY EXCELL COMMUNICATIONS,
INC, IN THE CASE OF A DISCREPANCY. ANY STRUCTURAL MODIFICATIONS, IF REQUIRED, SHALL BE DONE
PRIOR TO INSTALLATION OF ANTENNAS. REFER TO CORRESPONDING SHOP DRAWINGS. (BY OTHERS)
CONSTRUCTION
PROJECT NO:
DRANK BY: SEW
CHECKED BY: JOH/GDF/RBS
APPROVED W. MDB
* ,r
PROFESSIONAL
ENGINEER
1NC
EXCELL COMMUNICATION, INC.
6247 AMBER POLLS ROAD
BIRMINGHAM, ALABAMA 95173
PHONE: 205.956.0198
FAX: 205.9562632
UALR_AR
165753
LITTLE ROCK BTA
SM.00FEM
5600-D W. 35TH STREET
LITTLE ROCK, AR 72204
SRMTffLE
TITLE
SHEET
sHmramsm
01
VERIZON WIREL ESS
TENNESSEEPARTNERSHIP
500 WEST DOVE ROAD
SOOT ILAKE, TX 76092
APPROVALS
5�r
CARRIER
LANDLORD
LEASING
7L j5�
PROJECT
SITE
N 70c
X
DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE 135 EAST TO 1.30. TAKE 1-30 EAST TO LITTLE ROCK, AFL
TAKEEXIT 33 (GEYER SPRINGS) & FOLLOW TO MAYBELLINE. TURN RIGHT TO GO TO 35TH STREET. TURN
LEFT & TOWER IS AT THE END OF THE ROAD
APPLICABLE BUILDING CODES AND STANDARDS
CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS
ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE
AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE
DESIGN.
CONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 316, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NIMH
EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION MA) 222-F, STRUCTURAL STANDARDS FOR STEEL
ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES:
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTEN71ALS OF A GROUND SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS
(FOR LOCATION CATEGORY 'C3' AND 'HIGH SYSTEM EXPOSURE
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,
METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
STRUCTURAL REVIEW
CONTRACTOR SHALL ATTAIN AND VERIFY STRUCTURAL EVALUATION REPORT (BY OTHERS) OF EXISTING
TOWER FOR EXACT PLACEMENT OF ANTENNAS AND COAX CABLES. CONTRACTOR SHALL COMPLY WITH
THE REQUIREMENTS OF THE STRUCTURAL EVALUATION REPORT AND NOTIFY EXCELL COMMUNICATIONS,
INC, IN THE CASE OF A DISCREPANCY. ANY STRUCTURAL MODIFICATIONS, IF REQUIRED, SHALL BE DONE
PRIOR TO INSTALLATION OF ANTENNAS. REFER TO CORRESPONDING SHOP DRAWINGS. (BY OTHERS)
CONSTRUCTION
PROJECT NO:
DRANK BY: SEW
CHECKED BY: JOH/GDF/RBS
APPROVED W. MDB
* ,r
PROFESSIONAL
ENGINEER
1NC
EXCELL COMMUNICATION, INC.
6247 AMBER POLLS ROAD
BIRMINGHAM, ALABAMA 95173
PHONE: 205.956.0198
FAX: 205.9562632
UALR_AR
165753
LITTLE ROCK BTA
SM.00FEM
5600-D W. 35TH STREET
LITTLE ROCK, AR 72204
SRMTffLE
TITLE
SHEET
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