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SITE NAME
Saddle_Hill .Ar
(1657876)
SITE ADDRESS
13625 SADDLE HILL DR.
LITTLE ROCK, PULASK(, AR 72212
PROJECT PARTICIPANTS
DESIGNERS ELECTRIC COMPANY
ARCHCOMM DESIGN, IMMARCHITECTS ENERGY
1640 LOCKHILLSELMA, STE 101
SAN ANTONKX TEXAS 78213
PHONE: (210) 308-8909
FAX: (210) 309-9936
STRUCTURAL ENGINEER
LEHMANN ENGINEERING
1006 BECKETT
SAN ANTONIO, TEXAS 78213
PHONE (210) 3488689 --
ELECTRICAL ENGINEER
AZTECH ENGINEERING
1526 WEST CONTOUR DR, SUITE 202
SAN ANTONIO, TEXAS 78212
PHONE MD) 222 -WO
CONSTRUCTION ENGINEER
DENNIS FOWLER
(903) 53Dd755
IMPLEMENTATION MANAGER
SCOTT CATES
(682) 831-2=
CONSTRUCTION MANAGER
TRACY REEVES
(062) 831-3245
r
ii
TELEPHONE COMPANY
SBC
PROJECT DESCRIPTION
THIS IS AN APPLICATION TO DEVELOP AN: UNMANNED WIRELESS
FACILITY CONSISTING OF AN EQUIPMENT BUILDING, CONNECTING
CABLES, DIRECTIONAL ANTENNAS AND GPS. THE TOTAL NUMBER
OF DIRECTIONAL WIRELESS ANTENNAS SHALL NDT EXCEED TWENTY-
FOUR (24). THE SIZE, HFIGII•T, AND DIRECTION OF THEANTENNAS
SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. THE
WIRELESSANTENNAS WILL PROVIDE CLEARAND RELIABLE WIRELESS
COMMUNICATIONS WITHIN THE EFFECTIVE OPERATIONALAREA.
THESEINTERCONNECTS WILLALLOW FORAM INDEPENDENT
COMMUNICATION NETWORK THAT CAN CONTINUE TO FUNCTION
IF THE TELEPHONE (WIRE) SERVICE 15 DISCONNECTED DURING AN
EMERGENCY OR NATURAL DISASTER. THESE FACILITIES WILL
ENHANCE THE GENERAL HEALTH, SAFETY, AND WELFARE OF THE
COMMUNTIYAND SURROUNDING AREAS BY PROVIDING RELIABLE
WIRELESS COMMUNICATIONS AT THIS LOCATION.
DRIVING INSTRUCTIONS
FROM 1-30 IN LITTLE ROCKTAKE 114.430 NORTHTO RODNEY PARHAM
DRIVE, GO NORTH ON RODNEY PARHAM, TT BECOMES HENSON ROAD
(RODNEY PARHAM CURVES OFF TO THE RIGHT, STAY STRAIGHT AND THP:
ROAD 9ROOM ES HENSON), TAKE HENSON ROAD TO BEC KENHAM DRIVE,
TURN LEFT INTO THE RESIDENTIAL SUBDiVISroN AND THEN
IMMEDIATELLYTURN LEFT ON HILLSBOROUGH, TAKE HILLSBOROUGH UP
THE HILLTO SADDLE HILL DRIVE, TAKE SADDLE HILLFURTHER UP THE
HILL TO WATER TANK AREA AND SBA POLE, VER17ON-B ACCESS TO BE
OFF OF SADDLE HILL DRIVE
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. JURISDICTIONS (AHJ) FOR THE LOCATION, THE EDITION OF THE AHJ ADOPTED CODES AND
STANDARDS IN EFFECT ON THE DATE OF CONTRACTAWARD SHALL GOVERN THE DESIGN.
CONTRACTOR'S WORK SHALL COMPLY WITH THE LATESTEDITION OF THE FOLLOWING STANDARDS:
AMERICAN CCNCRETE INST IUM (ACI) 318.8UILDING CODE REQUIREMENTS FOR STR U MURAL CONCRETE; AMERICAN
INSTRUTE OF STEEL CONSTRUCTION (A)50), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH E MON;
TELECOMMUNICATIONS INDUSTRY ASSOCIATION MA) M -F, STRUCTURAL STANDARDS FOR MEL 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 RESISTMTY, GROUND
IMPEDANCE, AND EARTH SURFACE POTENTIALS OFA GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR
POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
IEEE G62s11, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGEAC POWER CIRCUITS (FOR LOCATION
CATEGORY "C3' AND "HIGH SYSTEM EXPOSURE')
ANSI T1.311, FOR TELECOM - OC POWER SYSTEMS - TELECOR, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF
CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOSTRESTRIMWE REQUIREMENT SHALL GOVERN. WHERE THERE IS
CONFLICT BETWEEN A GENERAL REQUIREMENTAND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN,
STRUCTURAL REVIEW
CONTRACTOR SHALLATTAIN 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 ARCHCOMM DESIGN, 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)
oray
EZ
10 -
--V16 +IITY MAP �
NOT�0SC�41_E 7 `.��i x.• L A'.
i --,---.A R K A A38
s
41
LOCATION _
87
r'
�. � '•� f � � �' 307 � L� 383 � 86
"rte w s B!'
T1 TITLE SHEET
P1 SITE PHOTOGRAPHS
01 SURVEY
Ni GENERAL NOTES
Al SITE PLAN
A2 DETAIL SITE PLAN
AS SITE ELEVATION &TOWER SURVEY
A4 ANTENNA DATA, RF SHEET & 1A LETTER
Di GENERAL SIE DETAILS
D2 UTILITY FRAME DETAILS
D3 EQU IPMENT PLAN LAYOUT
D4 PLATFORM DETAILS
D5 PLATFORM SECTION & ELEVATION DETAIL
S1 NOTES, SECTION, DETAILS
S2 PREUMINARYSITEPLAN
S3 SECTIONS DETAILS
G1 DETAIL GROUNDING PLAN
G2 GROUNDING DETAILS
03 TOWER GROUNDING DETAILS
34 CONNECTION DETAILS
E7 SITE PLAN
E2 DETAIL SITE PLAN
E3 ELECTRICAL RISER
E4 ELECTRICAL SPECIFICATIONS
ART{ SYSTEM
ONE CALL SYSTE
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
1-8130-48e-13998
CALL 48 HUMS BEFORE YDU DIG, DRILL, OR BLAST,
�'%; K A N S •,,�
PROJECT DATA
= s�
PROJECT INFORMATION:
6
APPLICANT:
OWNER:
JURISDICTION:
PULASKI COUNTY
VERIZON WIRELESS
CENTRALARKANSAS WATER
500 DOVE ROAD
221 EAST CAPITALAVENUE
CODE:
SOUTHLAKE,TEXAS 76262
LITTLE ROCK, ARKANSAS7ZM3
I
CONTACT: DENNO FOWLER
CONTACT: DALE RUSSON
OCCUPANCY:
NIA
PHONE: (903) 530.4755
PHONE: (501} 877-1220
ZONING:
NIA
>�co
-9 oM
CONSTRUCTION TYPE:
COLLOCATION
J
mLo
LATITUDE:
34.4605.904-
PROPRIETARY INFORMATION
NOT FOR USE OR DISCLOSURE
LONGITUDE
92'2S41S323"
C
OUTSIDE VERIZON WIRELESS
�
EXCEPT UNDER WRITTEk AGREEMENT
PROJECT PARTICIPANTS
DESIGNERS ELECTRIC COMPANY
ARCHCOMM DESIGN, IMMARCHITECTS ENERGY
1640 LOCKHILLSELMA, STE 101
SAN ANTONKX TEXAS 78213
PHONE: (210) 308-8909
FAX: (210) 309-9936
STRUCTURAL ENGINEER
LEHMANN ENGINEERING
1006 BECKETT
SAN ANTONIO, TEXAS 78213
PHONE (210) 3488689 --
ELECTRICAL ENGINEER
AZTECH ENGINEERING
1526 WEST CONTOUR DR, SUITE 202
SAN ANTONIO, TEXAS 78212
PHONE MD) 222 -WO
CONSTRUCTION ENGINEER
DENNIS FOWLER
(903) 53Dd755
IMPLEMENTATION MANAGER
SCOTT CATES
(682) 831-2=
CONSTRUCTION MANAGER
TRACY REEVES
(062) 831-3245
r
ii
TELEPHONE COMPANY
SBC
PROJECT DESCRIPTION
THIS IS AN APPLICATION TO DEVELOP AN: UNMANNED WIRELESS
FACILITY CONSISTING OF AN EQUIPMENT BUILDING, CONNECTING
CABLES, DIRECTIONAL ANTENNAS AND GPS. THE TOTAL NUMBER
OF DIRECTIONAL WIRELESS ANTENNAS SHALL NDT EXCEED TWENTY-
FOUR (24). THE SIZE, HFIGII•T, AND DIRECTION OF THEANTENNAS
SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. THE
WIRELESSANTENNAS WILL PROVIDE CLEARAND RELIABLE WIRELESS
COMMUNICATIONS WITHIN THE EFFECTIVE OPERATIONALAREA.
THESEINTERCONNECTS WILLALLOW FORAM INDEPENDENT
COMMUNICATION NETWORK THAT CAN CONTINUE TO FUNCTION
IF THE TELEPHONE (WIRE) SERVICE 15 DISCONNECTED DURING AN
EMERGENCY OR NATURAL DISASTER. THESE FACILITIES WILL
ENHANCE THE GENERAL HEALTH, SAFETY, AND WELFARE OF THE
COMMUNTIYAND SURROUNDING AREAS BY PROVIDING RELIABLE
WIRELESS COMMUNICATIONS AT THIS LOCATION.
DRIVING INSTRUCTIONS
FROM 1-30 IN LITTLE ROCKTAKE 114.430 NORTHTO RODNEY PARHAM
DRIVE, GO NORTH ON RODNEY PARHAM, TT BECOMES HENSON ROAD
(RODNEY PARHAM CURVES OFF TO THE RIGHT, STAY STRAIGHT AND THP:
ROAD 9ROOM ES HENSON), TAKE HENSON ROAD TO BEC KENHAM DRIVE,
TURN LEFT INTO THE RESIDENTIAL SUBDiVISroN AND THEN
IMMEDIATELLYTURN LEFT ON HILLSBOROUGH, TAKE HILLSBOROUGH UP
THE HILLTO SADDLE HILL DRIVE, TAKE SADDLE HILLFURTHER UP THE
HILL TO WATER TANK AREA AND SBA POLE, VER17ON-B ACCESS TO BE
OFF OF SADDLE HILL DRIVE
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. JURISDICTIONS (AHJ) FOR THE LOCATION, THE EDITION OF THE AHJ ADOPTED CODES AND
STANDARDS IN EFFECT ON THE DATE OF CONTRACTAWARD SHALL GOVERN THE DESIGN.
CONTRACTOR'S WORK SHALL COMPLY WITH THE LATESTEDITION OF THE FOLLOWING STANDARDS:
AMERICAN CCNCRETE INST IUM (ACI) 318.8UILDING CODE REQUIREMENTS FOR STR U MURAL CONCRETE; AMERICAN
INSTRUTE OF STEEL CONSTRUCTION (A)50), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH E MON;
TELECOMMUNICATIONS INDUSTRY ASSOCIATION MA) M -F, STRUCTURAL STANDARDS FOR MEL 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 RESISTMTY, GROUND
IMPEDANCE, AND EARTH SURFACE POTENTIALS OFA GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR
POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
IEEE G62s11, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGEAC POWER CIRCUITS (FOR LOCATION
CATEGORY "C3' AND "HIGH SYSTEM EXPOSURE')
ANSI T1.311, FOR TELECOM - OC POWER SYSTEMS - TELECOR, ENVIRONMENTAL PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF
CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOSTRESTRIMWE REQUIREMENT SHALL GOVERN. WHERE THERE IS
CONFLICT BETWEEN A GENERAL REQUIREMENTAND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN,
STRUCTURAL REVIEW
CONTRACTOR SHALLATTAIN 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 ARCHCOMM DESIGN, 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)
oray
EZ
10 -
--V16 +IITY MAP �
NOT�0SC�41_E 7 `.��i x.• L A'.
i --,---.A R K A A38
s
41
LOCATION _
87
r'
�. � '•� f � � �' 307 � L� 383 � 86
"rte w s B!'
T1 TITLE SHEET
P1 SITE PHOTOGRAPHS
01 SURVEY
Ni GENERAL NOTES
Al SITE PLAN
A2 DETAIL SITE PLAN
AS SITE ELEVATION &TOWER SURVEY
A4 ANTENNA DATA, RF SHEET & 1A LETTER
Di GENERAL SIE DETAILS
D2 UTILITY FRAME DETAILS
D3 EQU IPMENT PLAN LAYOUT
D4 PLATFORM DETAILS
D5 PLATFORM SECTION & ELEVATION DETAIL
S1 NOTES, SECTION, DETAILS
S2 PREUMINARYSITEPLAN
S3 SECTIONS DETAILS
G1 DETAIL GROUNDING PLAN
G2 GROUNDING DETAILS
03 TOWER GROUNDING DETAILS
34 CONNECTION DETAILS
E7 SITE PLAN
E2 DETAIL SITE PLAN
E3 ELECTRICAL RISER
E4 ELECTRICAL SPECIFICATIONS
ART{ SYSTEM
ONE CALL SYSTE
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
1-8130-48e-13998
CALL 48 HUMS BEFORE YDU DIG, DRILL, OR BLAST,
�'%; K A N S •,,�
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1-800-482-8998
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NOTE:
7 SUBCONTRACTOR TO COMPLY
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REGULATIONS ON THIS PROJECT
2 THIS SITE ELEVATION IS A
GENERALIZATION OF SITE AND
TOWER COMPONENTS AND THEIR
RELATIONSHIPS WITH ONE ANOTHER
3 SUBCONTRACTOR TO COMPLY WITH
ALL FCC AND FAA REGULATIONS
ON THIS PROJECT
�OASUPPORT
N�SYSTEM-
REFER OTIO
SHEET FOR AWE14NA MOUNTING
HEIGHTS, MODEL NUMBER,
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SITE NO.: 165787B
TOWER ELEVATION N.T.S.
WEBS SMEYING. INC.
LAND SUPRIEYORS
34DO SILVERSTDNE DR.
stin t27
7UWtl, TX 79)93
OFFICE PH.; (977) 9E4-1737
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WEBS SMEYING. INC.
LAND SUPRIEYORS
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stin t27
7UWtl, TX 79)93
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L&
NUMBER I77REC'fION DISTANCE
wnxmnnm.ni Agr.arnaal daGd dwd+wy .21 ? arum the r71r Or
LS N 60'53 41" E 139.69'
L2 N 89'OG' 19- W 104.54'
1.3 N8� 4 4A" W 20.1'D'
i4 is 04.45'12" E 20.00'
LS $ ti5'94'4k" E 29.00'
S 11 45'T2" W 20 DO
PLEASANT HEIGHTS '
ADDRION PK 1 L7 S 04'45'12 W 13.62'
LOT 493
I
I
I
J(IE Lor saD-��
II .
I •`'f
I /
L6 5 753411 W 21.66
19 N 04'45'12" E 21.47'
DAIRY FARM ADDITION I
CRY OF LITTLE ROCK
\��� D.R•P.C.A. \ L 0�
LEASE L2
NK
vEE AAFA
Q
I
WATER TA
10' �i 12' ACCESS EASEMENT
as t 11 ` �I DOC. #99-01>4390
t DOC. 12DOO-051856 `
DOC, 2001=025345
-r• r,1_ = I DDC. 12601-050605
D.R.P.CA \
- PGC t
I EASEMQfi NOTM'
[
wnxmnnm.ni Agr.arnaal daGd dwd+wy .21 ? arum the r71r Or
I I
Mile Rock and recardvl a. hat�nlnS iN. 9-INH74a d the O.ad
t PLEASANT HEIGHTS
R.mrd. or Pulead Cmnty, Afkarx" Shown on aurvry
I .
A4DRION PkL 1
uaaa reamsm nr Ae *•e+•et dead Ry t�
era =4r1'.'—.% tNd
FOR PURPOSES OF PERI n -ANG AND
RedW, !lG., wed recorded kvlyn�n�d
..euryr.
pem-a e! RnodO Candy ' Sham pa aging.
CDNSTRLiMi L
IIJ
nrrleM a! iWn. l.oa. d*Ld Morale !P.Wal etas Tat.w}
Munictpoi Water Works by Warranty Dead doled January
IcIrl
in Document No. 79-99444,
Reply U.C.. MWead es Vntn.rw4 N! 7005X15345 of dr b+.d
iE.ca,ea 'ramass wetly, Arse; Sv-" rM wwvam
My-
SURVEY SHOWN ON THIS SHEET HAS
Rk9ht-tdalavy Pe,ntt raw .tan. ts, slat Vora #r L[aera of
Camralydaaar of Iola UI14'task IeakYal War, V-14.2. Retnh
SEEN REDLCCcD IN SCALE Tq FIT THIS
SHEET AND 7HEREFORE IS NDT To THE
and Ivawt*d m fralrtnnnik !b. 71901-a52M aE the a..d
,t , :�-� Anof urroaouan d sass and adv.m
Seel F Ij,IDj::A1Ti:Q. L1SE IRS OF TI' M
DDCLIMEM ARE THEREPIQRE CAUTIONED
ca.u'nfk.
rclrkaE a.Kc+ aria roPael•r rodS..
TO OSTAIN FULL SIZE, SEALED SURVEYS
rb. L.D.e AckrwsadGwn>erS Mereh ts,2aal Garr, Telewrp R•anr.
sec., l m.at 27x1 95 at a.r Oe.d R.&& -dA m
FOR PURPOSES OF PERI n -ANG AND
as stn
Pmaala manly, Arlmro.. SM•n as meta.
CDNSTRLiMi L
SITE PLAN SCALE: 1" = 50'
LEASE AREA 1 211' ACCESS & UTILITY EASEMENT
BEING a tract of land alluelsd in the Southwsct
6EW a track of land situated In the SDuthlrad
Quarter of the Northw.AL Quarter ar 5ec0on Thirly Two
Duartor of the Northwest Quarter of SciAlerl Thlfty TWO
(32}, Township Two (2) Norlh, Range Thirtean (13)
In
f32), Township Two (2) North. Range Thirteen (13)
Cdunly, Arkansas, being sTWoled in
W -sr Pulaskl Couufy, Admnsoa, algia bang atluatod
Lot 5DO, Dalry Furm A3dikian, an uddRlon to the City
]YPest, Puloskt also
Lot 500, Dairy Farm Addnian, an addiUw to the City
of Uttle Rock, Prada County Arkansas, and being cut
of and a prrlion of that cerloln tract of land conveyed
of 1.1111, Rocklt,, Pufoakl County Arkansas, and being cut
of and a porlkn of that =Actn tract or lurid conveyed
to the Of ly at Look Rock, Arkansas/U�e Rask
to the City of LRUe Rack, Arkanaad/Llitle Rock
Munierpal Willer Works by Warranty Dead doled January
79-09444,
Munictpoi Water Works by Warranty Dead doled January
IcIrl
in Document No. 79-99444,
3, 1979, and recorded Leri Document ND.
Dead Records, Pulaski County, Arkansas, and be}ng
3, and recorded
Deed Records, Pulaski County, Arkansas, and being
more poraculary as follows:
more purliculady as Mawr.
COMMENCING at; chiseled 'x' set in conamte found
COMMENCING at a ehlsatad 'SS' List In concrete favnd
for the southeast comer of void Lot 500; THENCE
for the southeast comer of aotd let 500; THENCE
alongEhe oast Itne of void Lai 500, North Do degrees
aion9 She -asL lin- of acid •lot 500, North 00 dagroas
57 minutes 41 secandx East. o d'utanca of 13059
53 minutes 41 oacamds F.as4 a drslGnco of 330.e9
feat to a PDInk; THENCE leaving void Boal Itnv, North
fed to a Paint; THENCE Leaving said east %a. North
09 degrees 00 mlautes 19 seconds Wal, a dlstonce
B9 da regia 06 mihutes 19 seconds W*sf, a distanco
of 1445 I feet to the POINT OF BEGINNING hereof;
of 10459 Teat to the POINT OF BEGINNING herder:
THENCE North 65 degregia 14 minutes 45 sscands
Wast, a dislcnce of 20.00 fast to a Point; THFJICE
North 04 d es ris45 mimutae 12 ss oanda East, a
distamur of 2M OO reel to a Wink. THENCE South 85
degrees 14 minutes 48 sccurid:r East, a distance of
20.00 fad to o Point-, THENCE South 04 degrees 45
minutes 12 second* Wes$. a distance of 20.00 feet to
the POINT OF BEGINNING hereof and containing 0.0092
cares air4DO square feet of land. more ar sets.
THENCE South 04 Jagreas 45 mintites 12 secunda
West, a cIiatance of 13.62 feel to a Point: THENCE
South 37 degreez 07 mtnutes 4a seconds East, a
cutonea of 131.79 feel to o Paint; TKADE South 75
degreea 34 minuLes 11 seconds West, o crater" of
21.119 fad [a a Paint; THENCE North 37 degrees 07
mlm+tes 48 seconds Wasl, a distance a9 131.07 feet
to a Paint• THENCE North 04 degrees 45 minutes 12
secands East, a distance of 21.47 feat to a Paint,
some being on the north ITne of the Jere arm
described herean; THENCE GIcnq the south Slav of sold
lease arae, South 85 degrees 14 rntnuka 46 ascends
Enol, o distance aT 29.Da feel to the Four 4F
BEGINNING hereof and containing 0.0684 acres or
2,902 square feet of land, more or less.
D
OR MUP.
� \ • .� EdUfP.
} SKELIrp
NEKTEL LEASE AREA
DOC. #2000-E95165fi t�
O.R.P.CA 1
V
WATER TANK
r � �
1
1O' ITBLiTY FJLS
DOC. Da
J , /
DOC. 12WI-01
f /
I 12' ACCESS Efid
DOC. {(99- 0
DOC. 12GD0-1151 96
DDC. 02001 -D2P45
DOC. 1=1-O 805
50 0 50 TDO 150
Scala: 1' - SD'
ENLARGED SITE PLAN SCALE: .1- = 10'
LEGEND PROJECT INFORMATION
� PP - POWER POLE CENTER OF EXISTING TOWER COORDINATES.-
13
OORDINATES:1 TPED - TI0jU%DNE RISER
WN- WATER VALVE NAD27:
j Fill - FIRE BRANT LAT 34. 46' 135.2508"
jJl LONG 92' 25' 40.9712"
} TOWER CENTROID El". 761.0 "SL NGVD29)
I X LP - LIGHT POLE NAD83:
® EM - ELECTRIC METER LAT 34' 46' 05.5904'
® GM - GAS METER LONG 92' 25' 41.5323'
• IFS - IRON ROD SET ELEV. 761.6 (AWL NAVD88)
IRF - IRON ROD FOUND NOTES:
g I TIII9RJCH MARK
s nrrrrr,BU0DEN0 LINES INGRESS/EGRESS IN COMMON WRH LESSOR.
1
FENCE LINE LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NAD133
POWER LINE AND ELEVATIONS NAVD 1986
P I a g P MAGNETIC DECLINATION INFORMATION TAKEN FROM NOM WES SrTE
P VICINITY MAP
e_ AND IS APPROXIMATE.
m � � � � � - �
m "W1111DE AND LONGITUDE M GPS � - MONS
COINCIDENT WiTH SURVEY, 1983 NORTH AMERICAN DATUMORMED
- $ s P I P BASIS OF ELEVATION: GPS OBSERVATIONS PERFORMED COINCIDENT
H $ WITH SURVEY.
4 BASIS OF BEARINGS: GRID BEARINGS RASED ON GPS
n OBSERVATIONS PERFORMED COINCIDENT WITH SURVEY.
I wLL aR CONVERGENCE ANGLE: -00' 14' 22.6"
SITE BY GRAPHIC PLOTTING ONLY. THIS PROPERTY IS WITHIN ZONE
"X', AREAS OUTSIDE OF A 100 YR. FLOOD PLAIN AS SHOWN BY
FIRM MAP COMMUN"-PANEL NUMBER D5C3810043F. DATED
GROUND ]EUN. 10/19/2001. NO SURVEYING WAS DONE TO DETERMINE THIS
TOWER ELEVATION FLOOD ZONE.
n
71W a
9
to o 111 xa 39
la
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I'alE � l 1
{ 11 i jp1
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1A
SURVEYOR'S CERTIFICATE
The undarsignad hrrahy cartifies unto Varuon Wireless and Bracewell dr GluMara
LLP, that (a) this'survey drams a based upon on o:r-lhe round rurvsy
made by a undersigned an July B, ZOD5 and as to maLtars of reeard rellea
upon Abatractar n Cerll9cate 117730, doted effective as of May 25, 2DTY.
Tcwe by Courfhause Spealnks ls, covering the Lease Property (iha •lease
raps described described an this drawing; (h) thin survey accuralely shows to the
st
haof rgr knowledge upon rwAaw of the azisling recorded InaLrumanls
provided (t) the loca9fon of any buNdings, xtruvUraa and ether imprs
ova4wrI
iduolad an or wTlhfn the Lease Properly, (2) the faces found by The
undontgned of the time of sold survey, (3) the courses and m asured
dlstarlces of the parurleter boundaries of the Lease, and (4) all
wthock Enes, ancraochments, aosaments crAd right--af-+ray across, abutting
or of.`ecting the Lease Properly, as shown on Lhe Abs[raa[are CarSli:cala a
otherwise known 1n or Ghserved by the underalgnad, alDnq with any nuarding
Inforrwiton far
such aatb'ack fines, ertcranehmanls, awemenls and
e is accurate
rights-of^w�'i (e) iha aria of the Leese Property shown h rear
to Lha nearest sgWoro real, and titers are ria dtsorepundes, conflicts or,
sharlo,7es In arra or boundary Itneg; (d) the legal descriplian attached to this
eurvay acauratey eltato the caura-s and maosufod dlstoncae found in
Performing the on-Lhe-gfoand survey; (a) w: pt or shown an the survey
demwing, to the bast or my knowledge upon review of the ousting rerordcd
Tnslrtrmamta provided. Shora are no (1) v+is,hla easemants or rights -of -ray
across or abutting or olfeLIFTng the txasa Property, [2) easerrlen'ts or
rights -of -Way ocroas or ob , or effecting the Lease Property of which the
undarskgned has bean advised. (3) vL'rJblc arwYaachments Iran, the Lease
Property onto on adjocant properly, or auto eaaemenks, streets, ar alleys, by
any of the Lease Property biOding structures or athar hVrornment9, or (4)
vls;ble oncraochmens an the Lanes Property by butdng stmetures at other
improvements sttualed on adjoining prop_-�styy;; (0 no portlon of the Lease
Property has been danignokd as lying edhln a flood tuna or Rood prone area
as daolgnated on the most recent Flood Insurance Role Map promulgated by
the Federal Emergency Management Aganay; and (g) thea survey masts the
apgl]aDhle vkamenla for land surveys as darned by She Aieonsas A9nimum
5tondards fo Properly Sulvcys and Plots*.
PRELIMINARY
Kurds R_ ebb SURVEYPLATCODE
R.P.L.S. 11472 500-02*13MM2430-60-1472 ems;.