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TRINITY PRESM? WN CHURCH
iNST. #99-021249
.`ri D.R.P.CA
N/2 NE/4 SW/4
SEC. 19 T2N RIM
5/NAS
I 46' X 5D' I
UASE AREA .
~ us I
CENTER OF�-
PROPOSED TOWER
• � , � • �" � s/ems
Lr_ - -�_ -t~ - - LEASE ARF�A
I, GM
"%POINr OF COMMENCEMENT
SW COR OF N/2, NE/4, SW/4
SEC 19, T2N, R13W BEARS
N 89'18'11' W - 348'
SITE PLAN SCALE: 1" = 20'
WG a track of land situated in the North One -Half 91
I Northeast Quarter of the Southwest Ouarter of Sevttun
"lean {197, Township Two (2) North, Rmge Thlr7een [1J
s!, CRY of l7Nla Rack Puln�43 County, Arkansan, oleo
n4 Wt of Or,d a portion .[Aha! c.rsa;n Frock of land
Mrayed !. 317019 Pns6yledan Church by Wanvffly Qeed
led March 9. 1999, m,d retarded in k.bnanani No.
-021249, Deed Records, Pukoid Doanttyy Arkansan, end
ng more porOwsorly dexo ibed by as fertoex
MMENGEHG at the northeast comer of Troal A.
-11,01,
Sdivi:Lan. an *"tkR k. the CR, at Little Rock, PWnld
only A*emsci., according to the mop of pick thereof
df .d h Inalrumant He. 98-039175. Used Redardn.
afld County. Arksmm2, hak,g tln the spas right-of-way
Of Raping Road and fr,am which The southwcak c.rr,er
soldH.r1h One -Haff of the Nvtheask Due,,- aF Ns
rthwaat quarter of SeeUon FGnel.rn [19), Tav-SIP T"
Nerth, Rarnge Thirteen (131 West boars North 89
Ir.w18 "Ahola 1 f esaonde Wort, a d,atonG of 348
b THENCE Okmg the east dgh!-'I air line of RehGq
hid, almg o curve ka the right having a rodluo of 473,0;
I. on arc distance of 21,55, fast, through o control
1714 of 02 bears Nam s. M mfraln 36 second., and whole
ieconds
L a distance of 21-55 Seel to a PcK- 38 mTnut" THENCE Ie.vfng
i east rfght-f-xay fine. North a degrees 45 MwAo:
seconds Coot a d,stoncs of 79.73 feat to a 5/5' Iran
set with cap marked *WEBB-14727 to the P" OF
'INNING here.,;
NCE Hard, 0: degrees 14 minutm 21 eecards Well. e
*nes of 4O.D0 Cook to 0 5/8' iron fed set with sap
rked 'NCSE-1472'; TWEMM North 05 degrees 45
rotes 39 .amnds Cast. a datancm of 50,00 test to o
r Iran rain eel with WP marked 'WfBB-117X'7 T8ENM
th 114 degrees 14 minutes 21 sacwds East. a d;a(ance
40.00 feet to 0 5/8' Iran 'rad sat wlkh cep marked
B9-1472': THI) CE South 85 degraw 43 wimftse 39
ands West a dlfanaa o1 $12,00 talk to ilia PONT OF
84NINC hero." and containing 0.04$9 .vas x 2,000
an feet of !arid, mora or las.
N 89' 18 114 W 248.65' - - -
HUMMER DELTA ANGLE I RADIUS I TANFE ARC LENGTH CHORD LENGTH CHORD DIRECTION
Cf 02'36'36' 473.03 10.78 2155 121.5S N 211.38'57 E
CZ j 02'43'58-473,D3 11,28 2236 IZZ.56 N 23`1913- E
?4 a tract of land situated in' the North One -Half of
Northeoot Quarter of the Southwest Quarter of Section
eten (193, Toxnehlp 7x4 {2) Npr11,, Range Thirteen (13
IL CRY el G2lle Rock PVloafd ,County, Arkvn Th also
ng out of and o pwifan or qtcer[vin Imcl of land
wayed to Trinity Pnxbyterion Chw h try Worronty Deed
'.ed March 9, 1999, and recorded W lnsbument Na.
-021249, Deed Records. Purasli CounlY Arkansas, and
ng more po Vcu" dasc land by as a9axs:
MMENCNG at 1hd northeast comer of Treat A TrWty
rdirhion, an oddf im to the City of Little Roan PLA -M
m , Arkansas, acoordkg le Thr map or plat theradi
d in Gnslrvmen! Ne, 98-P39t75, peed Recmda;
amid County, Arkansas, being a the east right -of- way
of Retiring Road and from vVeh the aeuthwest tamer
acted North One -Half of the Northeast puorter of the
Nhwat Quarter of Section tKn:tsrn (19), T.wri,Np Two
North, PURn9• Thirteen (13) Went beam North 8g
4en7B hinutn 11 second. West, a distance of 348
I; THENCE along the wet dqg -war-Tar fine of Rolla;
rd. along a curve to the right ho.ing a radius of 473.0;
L an arc distance of 21.55 fiat. through a central
Is of 02 dsgreas J5 minutes 3S :,condo, and whose
Ind bean North 20 drgrow 38 minutes 57 seconds
4 a distance of 21.53 feet to the POINT OF BEGINNING
THENCE continuing aierhg Ula Fine of
RahOng Rand, .Wnq a curve to the rigtrt having o radiusof 471,0] feel en an: dotance of 22-58 feet through a
centralangle of 02 degrees 43 adnulea 58 seconds, and
whose chard bean North 23 d�q!a 19 minutes 13
seconds Eaml, a disknca of 22.56 ale.[ in a poinR THENCE
la.v"ng said asst right -sl -way Fine. North 85 elasm, 45
";rima 39 seoar,dr Eos% o dtsknte of 69.29 feat 7o a
Paint. same b" an the went Rne of the kaae ayev
despibad h.ncs; TH04CE along the weak fins of sold 1e0ea
amt, South 04 dogmas 74 Ininao 21 seconds Foal. is
distance of 20.00 feel to a 5/8' Fran rod set will cep
marked 'WaB-1472' for the southwest corner thvaof;
T}IENCE South05 degrees 45 minutes 39 saeande West. a
dntoOci of 79.73 feat to the POt1dr OF BEGINNING herond
and catitairdng 0.0343 wr.s or i 492 squaws Feet of lend,
Wore Of Ins.
row" No. 13.484 dated August 1,1978 riled August
1978 recorded ;n Instrument Hm 78-32720. Affects
ire parent tract
snanw No. 13,516 doled January 2, 1979 fled January
1979 recorded in Inelrument No,. 79-07805. Affects
Ira parent tract
7a,anc. dated September 7, 1982 Flyd Feb-.mry 14, t9E
ardad In Instrument No. 8807583. Affects emir. per -t
Lament dated $nplember 3, 1986 Tiled September 5,1986
Southwestern Beg Tefephwa Company recorded in
rvmant No. 8805481*. Does of Offset the lean. area
.-.as and uUliity easement shown hereon.
A of Way E.semsnt end ReTeme doled July 24, 1987
129.190 to the a aIUW�- Rock Arkonsw
erde4 % Instrument No x -44052. ate. not affect the
M arae - access and UAr'y ssaa rit -h-n• hereem
Inunce No. 17,567 del:d September 2, 1997, filed
tomber W. 1997 recopied in Inrtrument No.
•063781. Don not offer{ the levee area all access and
ty, easement shown ham-,
err
�. , ter• • � �
1{
r + 40' X 50' .L
LEASE AREA
I - - ro 2000 SF
K_
m
'{ 0.0459 AC to
•o
to
o•o �
PROI S
CENTER OF Ix
POSED TOWER
'
•-`,- '� 85'45'srW 50.00 Js/ems
TRACT A
TRINRY SU@DMSION
INST. 198-039175
D. R. P. CA
1 l
1 ENLARGED SITE PLAN SCALE: 1" = 10'
LEGEND PROJECT INFORMATION
o
PP - POWER POLE
O
TPED - TELEPHONE RISER
•
WV- WATER VALVE
FH - FIRE HYDRANT
TOWER CENTROID
i7;
LP - LIGHT POLE
1B
EM - ELECTRIC METER
gH
GM - GAS METER
•
IRS - IRON ROD SET
•
IRF - IRON ROD FOUND
TBM
BENCH MARK
77r 7 BUILDING LINES
-
FENCE UNE
- PGWER UNE -
VICINITY MAP
Gtr Al 10
ME
o
Oa
HINSOM RO
CENTER OF PROPOSED TOWER COORDINATES:
NAD27:
LAT 34' 47' 36.8373'
LONG 97 26' 22.3170"
ELEV. 313.4 (AMSL NGVD29)
NADB3:
LAT 34' 47' 37.1653'
LONG 92 26' 22.8798'
ELEV. 313.3 (AMSL NAVD85)
NOTES:
INGRESS/EGRESS IN COMMON WITH LESSOR.
LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NADB3
AND ELEVATIONS NAVD 1988:'
MAGNETIC DECLINATION INFORMATION TAKEN FROM NOM WEB SITE
AND IS APPROXIMATE
LATITUDE AND LONGITUDE FROM GPS OBSERVATIONS PERFORMED
COINCIDENT WITH SURVEY, 1983 NORTH AMERICAN DATUM.
BASIS OF ELEVATION: GPS OBSERVATIONS PERFORMED COINCIDENT
WITH SURVEY.
BASIS OF BEARINGS: GRID BEARINGS BASED ON GPS
OBSERVATIONS PERFORMED COINCIDENT WITH SURVEY.
CONVERGENCE ANGLE, -00' 14 45.9'
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS WITHIN ZONE
'X'. AREAS OUTSIDE OF A 100 YR FLOOD PLAIN AS SHOWN BY
FlRM MAP COMMUNITY -PANEL NUMBER 0501810037F , DATED
10/19/2001. NO SURVEYING WAS DONE TO DETERMINE THIS
FLOOD ZONE
--------------------------
10 0 10 2D 30
Sad& 1 = 10'
SURVEYOR'S CERTIFICATE
The undersigned hdreby cerime . unto Imes and Broeewe0 & GiulfaN
LAP, that (a) this survey drawing is based upon an an-iha-ground survey
made by the undersigned an Novamber 78, 2005 and as la maHan oT
record fella upon AbaGoetof's Cwlifkota 116301-Pteiga, dated arfeckiva as
Of Denmbaf 5. 2005, issutd by Precise Land Records, covering this tans.
Property (the loose Pmporty') deScnbed on thla droxing; (b) this survey
accurcloly show* to -the best of my knowlvdgo upon mYkw of the fn:iatnq
recorded insFrum ants preridad (1) the location of any buIldings, .4ruclrras and
Other fmprorements slkuated on or within the Lnuve Property. (2) the facts
found by the undersigned at the Urea of said sunray, (3) the courses and
meauund dlslaneea of the perimeter boundaries of the Leam property, and
(4) Ori Aetback linos. rnuoochmant; asoma W and rights--aT-woy vormm
abutting or affecting' the LAmv Property, as shown on the Abstracter's
C-kircote Or otherwise known to w obsaned by the Vnderaignad, along with
any facceding information For such setback Linea, encraechmemb. eosements
and rights-of-way; [c) the ores of the Leone Property "*n hereon kt
accurate to the neaten square foal, and there aro no dfacrapandaa, canf6OU
or shvrlegvs ;n drop er boundary Ena.; (d) th4 iegv, description attached to
Ibis' surrey occuratery state the coupes and momumd distances found In
pertwming this on-tha-gmund survey; (a) except m shown an Aha survey
drawing. a this bo*C of my knowledge upon raiew W the existing mourded
in:trumwLs pravidddi them an no (1) visile eosements or rights-aF-copy
acrvas or dbutking ar affecting the Lease Prap z. {2) aovemmts or
fights -of -way across or obutfn or affecting the Leo*: Properly of which tha
undonig
na4 heal been odv;sad, (3) %isthle encraachmnla from the Lease
=114:9 onto an ad)aemk property, or onka oosamank, stmats, or olds, by
any of thio Leese PrOPerty bu;lding structures or other Improvements. ar [4)
.iaibia ancrocehfo" on the Leos@ Property by budding stnrctur.s or other
imprmemenks IELOOLcd an adiakring property; (f) no patUan of the Lease
Property has been d,signatpd as tying within a Road zone or Flood prone pre.
os lesIgnoted an the most recant Stood Insurance Rate Yap pramuigotade by
the Fede Emargeney llOnagamonl Agency. and (g) this survey meets !hs
upplicable f ramefrts for land iiON a as drrrned by the 'Arkarsos MmTmum
Stan yds f Prapeiky Surveys and Plat*',
K
fLP.LP.L3. 466 T SURVEY PLAT CODE:
1472
500-02N-13W-0-I"ID-60-14721
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SITE NAME
Tri n i ty_P res byt a ri a n_A r
(165916A)
SITE ADDRESS
4501A RAHLING ROAD
LITTLE ROCK, PULASKI COUNTY, AR 72223
PROJECT PARTICIPANTS
DESIGNERS I ELECTRIC COMPANY
ARCHCOMM DESIGN, INC. ARCHITECTS AEP
1840 LOCKHILLSELMA, STE.101
SAN ANTONIO, TEXAS 78213
PHONE: (210) 308.9905
FAX: (210)308.9936
STRUCTURAL ENGINEER TELEPHONE COMPANY
LEHMANN ENOJ.NEERING SBC
1005 BECKETT
SAN ANTONIO, TEXAS 78213
PHONE: (210) 348.8889
ELECTRICAL ENGINEER
AZTECH ENGINEERING
1526WESTCONTOURDR,su,TE2EPROVED
ADMINISTRATIVELY
PROJECT DATA
By Planning & development Staff
PROJECT INFORMATION:
APPLICANT:
OWNER:
JURISDICTION:
PULASKI COUNTY
VERIZON WIRELESS
TRINITY PRESBYTERIAN CHURCH, INC.
IMPLEMENTATION MANAGER
agIAT OKI FROM, APP s VED
AN, L�
500 DOVE ROAD
4501 RAHLING ROAD
CODE:
Z-5Z),iq
SOUTHLAKE, TEXAS 76262
LITTLE ROCK, ARKANSAS 72223
(682) 831-3245
CONTACT: DENNIS FOWLER
CONTACT: REV. JEFF PRICE
OCCUPANCY:
NIA
PHONE: (903) 530-4755
PHONE: (501) 868-5848
ZONING:
NIA
L)
0)
CONSTRUCTION TYPE:
RAWLAND
O
LATITUDE
34°4T37.1653"
PROPRIETARY INFORMATION
•ice
Q
w
NOT FOR USE OR DISCLOSURE
LONGITUDE:
92°26'22.8798"
I'J-
I-
OUTSIDE VERIZON WIRELESS
T
EXCEPT UNDER WRITTEN AGREEMENT
PROJECT PARTICIPANTS
DESIGNERS I ELECTRIC COMPANY
ARCHCOMM DESIGN, INC. ARCHITECTS AEP
1840 LOCKHILLSELMA, STE.101
SAN ANTONIO, TEXAS 78213
PHONE: (210) 308.9905
FAX: (210)308.9936
STRUCTURAL ENGINEER TELEPHONE COMPANY
LEHMANN ENOJ.NEERING SBC
1005 BECKETT
SAN ANTONIO, TEXAS 78213
PHONE: (210) 348.8889
ELECTRICAL ENGINEER
AZTECH ENGINEERING
1526WESTCONTOURDR,su,TE2EPROVED
ADMINISTRATIVELY
SAN ANTONIO, TEXAS 78212
By Planning & development Staff
PHONE: (210) 222-1970
M
On WCF E
SU Y}I@G i0 ^ItSO ted P
CONSTRUCTION ENGINEER
DENNIS FOWLER
(903) 530-4755
Date: ��
IMPLEMENTATION MANAGER
agIAT OKI FROM, APP s VED
AN, L�
SCOTT CATES
SITE PL5NI VOIDS TF.2 PERMIT.
(682) 831-3220
CONST RUCTION MANAGERTRgCY
Z-5Z),iq
REEVES
(682) 831-3245
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 NOT EXCEED TWENTY-
FOUR (24). THE SIZE, HEIGHT, AND DIRECTION OFTHE ANTENNAS
SHALL BE ADJUSTED TO MEET SYSTEM REQUIREMENTS. THE
WIRELESS ANTENNAS WILL PROVIDE CLEAR AND RELIABLE WIRELESS
COMMUNICATIONS WITHIN THE EFFECTIVE OPERATIONAL AREA,
THESE INTERCONNECTS WILL ALLOW FOR AN INDEPENDENT
COMMUNICATION NETWORK THAT CAN CONTINUE TO FUNCTION
IF THE TELEPHONE (WIRE) SERVICE IS DISCONNECTED DURING AN
EMERGENCY OR NATURAL DISASTER. THESE FACILITIES WILL
ENHANCE THE GENERAL HEALTH, SAFETY, AND WELFARE OF THE
COMMUNITY AND SURROUNDING AREAS BY PROVIDING RELIABLE
WIRELESS COMMUNICATIONS AT THIS LOCATION.
DRIVING INSTRUCTIONS
(FROM SOUTHLAKE OFFICE - DOVE RD & SH 114); IN LITTLE ROCK TAKE
IH#630 WEST TO CHANNEL PARKWAY, CONTINUE WEST ON CHENALL
PARKWAY TO RAHLING ROAD, TAKE RAHLING ROAD TO 4501 RAHLING
ROAD, SITE OF TRINITY PRESBYTERIAN CHURCH.
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 OFTHE FOLLOWING STANDARDS:
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE; AMERICAN
INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION;
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (T1A)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 POTENTIALS OFA GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR
POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGEAC 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. WHERETHERE IS
CONFLICT BETWEEN A GENERAL REQUIREMENT ANDA SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENTSHALL 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 ARCHCOMM DESIGN, INC. IN THE CASE OF A DISCREPANCY. ANY
STRUCTURAL MODIFICATIONS, IF REQUIRED, SHALL BE DONE PRIOR TO INSTALLATION OFANTENNAS. REFER TO
CORRESPONDING SHOP DRAWINGS. (BY OTHERS)
s r IC1N1�1' MAPF'
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T1 TITLE SHEET
P1 SITE PHOTOGRAPHS
Cl SURVEY
Ni GENERAL NOTES
Al SITE PLAN
A2 SITE ELEVATION
A3 ANTENNA DATA, RF SHEET & 1A LETTER
Dl GENERAL SITE DETAILS
D2 FENCE DETAILS
D3 METER FRAME DETAILS
D4 ROAD SECTIONS
51 FOUNDATION PLAN & DETAILS
SHEET INDEX
G1 GROUNDING PLAN
G2 GROUNDING DETAILS
G3 TOWER GROUNDING DETAILS
G4 CONNECTION DETAILS
El SITE PLAN
E2 DETAIL SITE PLAN
E3 ELECTRICAL RISER
E4 ELECTRICAL SPECIFICATIONS
rU
SASONE CALL SYSTEM
LLBEFORE YOU DIG
NDERGROUND UTILITIES -800-482-8998
CALL i8 HOURS BEFORE YOU O7G DFEi.L OR SLASL
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03.07.06 ISSUE FOR REVIEW
VK055355
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.. - _._ - •..- - •. - �~ - - �'"i.^. _ in ycif"sJ+' d ! .
F" -
w,.
=:4
- •R 4,
w�=..•. N {aa �Ly� 4 � _
y t.'
� `�^'-[(yam� 3w1�[ C.Sy'r-:_aF,=�]f itil: :'• -
�41�'•.a�• `� ' ';.il �,r jT:, .'�-- `�::.f fir' ',.• ..
oun'rnro n M 151
4
■
r
f
NUMBER DIRECTION DISTANCE
L1 5 3fi 21'37' E 51.56' Z74 kif PR BYTERL4N CHURCH �1
La N 36'w 67 w 74,7fi INST 9-021249 +y1 a•t� {
L3 N 74-15,08, W 3B.4s' p O.P. C.A. 1�, r0
-
�--- TRINITY
INST.
PRESBYTERIAN ++•�
CHURCH
X99-021249 \
L4 s 74.1508' E 45,57' .� 1 �� ��t+
L5 5 38'07 '07'E 61.50
1''1)1`
344
`
D.R.P.C.A.
L6 N 36'25'37- W 34.02 $ _ 5/elRS
a i 1 ��,,j
/
�' f N/2 NE/4 SW/4
40' X 50' �,,//
LEASE AREA I ;'+ a�
,�; l0' nLITT
SEC.
19 72N R 13W
z
I "D Sf1� t1�11� �
;
���..
VN � �a$ • J5 elR5 otlEx !"_ � � ,` l
5/BiRS
/ f �__`_--_`---__�_ M� p '�
•
85.45.3L" ; 50-.06
ice`
POINT OF COMMENCEMENTu cur
- , - . __N
SW COR OF N/2, NE/4, SW/4
SEC 19, T2N, R13W BEARS
N 89'18'11" W - 348'
_
TAY pR LJr f �r _
20'
ppP
I /INGRESS/EGRESS _
A,
�z LE45E AREA o
IN
ROgp `� 1
EASEMENT
\
? r 1
f q
fp 2000 SF
°A 0.0459 AC
rr
/
Eft
>
SsMH pP I I 'e
I I
I ;
V CENTER OF--_ rtes'
PROPOSED TOWER
K
•BSER fry TRACT A
I 1 TRINITY SUBDIVISION
N $5'i�'39" 74.66 - ^'�
r^ r
POB LEASE AREA Q
o INGRESS/EGRESS ESMT.
INST. #98-039175
C) 7PEa 1 i O.R.P.C.A.
-
10 OY EA'EhfENT
• . �. • sura
\
AC
77
.x'32. et85�45'39�W
_V-1 /
N/2 NE/4 SW/4 1
.9'45 S9• W 179.73 ~ ~
/ /
SEC. 19, T2N R 13W
TRINITY PRESBYTERIAN
S
POB UTILITY ESMT.
CHURCH
'w6r
Q ¢
N INST. #97-062781
O.P.R.P.C.A.
c C4
7
`
-
W - - -
, 3•AISER ti \x/'40 ti • .40 0 40
r EXISTING PARKING AREA
\
PP
ti R� -r' /
TRACT A
hp YOIV,
Sc: 1 i. 40"
ale
10 T'
TRINITY SUBDIVISION
INST. 1'98-039 1 75
ti
❑` to �fj ,p
't1 /
D.R.P.C.A.
S NUMBER DELTA ANGLE RADIUS TANGENT ARC LEtJt`iTti C140R0 LENGTH C1TORd DlRECT10N
CS 02'36 .36' 473.03 14,78 21.55 21.95 N 20.38'57 E
�GQyyt
s$ Su' /"$
�.� ,yA
}0 O 19 20 30
- C2 01'21'28- 473.03 5.6s 11.21 1.1-2t H 273759
E
/.o
a r
C3 01'1534" 969.93 10.00 20.00 20.00 N NEER
E
/ \� %N$II�LA
EXIsnNG PARKING ARE, r'r
C4 70,19,12" 1 D5.00 73.96 128.87 120.93 IS 12-51-447
W
% `'�
M 12=10
r r r
E
.
Scale: 1 10'
r C5 70'19'12- 125.00 88.05 153.41 10.3.97 N 12'31 i4
/
SITE PLAN SCALE: 1" 20'
ENLARGED SITE PLAN SCALE: 1" = 10'
LWE-xa}
"""' �°'
[e Thr d�,i Rem ¢ er dIn; d;1tpne. P1.67
=1
dSlenu # ,7R93 r l tv a ParA �T,lf)ICF 5:»Ah ;1 dpi 1 ,i °
- °`°"
tort BS.02 hal la Aerninh 111}.T+CE
1
LEGEIID
PROJECT INFORMATION
SURVEYOR'S CERTIFICATE
86Np a -tart of lend agoatea M Uri Nvnh 0n. -Nva H the fla•lhwdt
w.ner at tn. S."Poeek O"A., 4 Srelhn W" -tern 00 Tv.aaNp T o
h., v e'.W, of ax ]a ,v;hvk= 16 a rml.
•nota enure becra Rwtt,2a d x n M1Mn 51 porno- Em4 v
mNuln 52 nrnnd. o datenn er a
sbulh 36 6n,. 1 7, ,nfhnt+l S+ "Wool. feat a drlener d a13e f.k
f`d TWOII(x GE 3} drgrr'a w -torn. 2a we.nar YWL v
4
pp _POWER POLE
The Urldars ned harEb certifies unto Verizon W relase and Bracewell $ Giuliani
9 y
(Y7 Herm, Roar rad" Sts] wnL Dlq' d OLUv Rver,, hYerM Lwmy.
�r,q UWS lroct or rend
°'+°r °r 7f.57 fW la use R'ifNr aF 9EPItI�a 1rr"°n
di °
of -1. t
dk4naa ar ,10. is reel to a PaP•f! MENCf tkefe 3e d7,: a7
o
TPED -TELEPHONE RISER
CENTER OF PROPOSED TOWER COORDINATES:
LLP, that (a) this survey drawing 1s based upon on ars-Ura-ground survey
Ar snore, she W out aI and v verUen °f e.ne:.
1999, ra+wr.d !v T,wty sr+�gtedev uruteh q w ly 6..a antes omen 9,
rrttvdad ]n Deeume,n Na. 4q-gIi¢n, alra:ar Pvdk Reeerde.
yyff
RtWEE ee.rMaraw dknq u• lora dvM •a7, ins yr AerXp Rnd,
'9 ° tore. m me nl harl,q a .o�.a f 4i3,p3 tee?. w arc
1n V raw,ar wed. v �Ovne. 41 74.76 Ent I. v Pews TNENGE
Nath 7. d•gr.er ,3 rrenal.a Ga eera+de Waal, v dkknc. d 3a 41 f.N
a
WV- WATER VALVE
NAD27:
mode the unders' ned err No.ember 18, 2005 and as to molten a!
�y !9
record tulles upas AbekacNYa Certificate X16301-Pedlga, doted effective as
eM
Ip.yf coon AM9nae., end belvp aorta pwunA deuux.e
-speer. lY•
dal.aad ar 1135 trek. tn•vugr o cr+Irdl enWr er at d.grr.a 7,
,nwhn 7e d.eendy ed,o.r -had seers Nae, x74 d.v.n Sr
Pan[
W o Ydnl oral. e+lnq en kh. .vel nyrq de �' M. w Rohrnq Raae:
nE1rn�, ebr,9 add tort r ,0-rf-try Yrr a,d ebq ° W ,ar
he.tnq = X1.93 h.l, f.tor- V I6Au rerL
1y
•f:.r
FH - FlRE FnT1RANT
LAT 34' 47' 36.8373"
LONG 92' 26' 22.J 170"
of December 5, 2005, Issued by Precise Land Records, covering the Lease
Oph1QTaGgid el 9,a nwUwe.1 toren rt TrvN R lddty Sadi,Afan, on
E. T1U1+CE
Immo. S9 a.eende EwL a d.WMa eI 1131 dal m a
eea.oeq av%d seek. rlq,a-d-.ret one, North e5 dagrna N rrdr„e1a 3➢
•W4M. E° v Ul- er 774.ce rrH to v PaM nm. 6.wq - mr
rlgne a .f on ere
uueugM1 a unud vnya e! at degree 17 ma.,dei 34 aa<vnati and
.tna..herd Mm -=all
-
eagr..a W mhvEra M .rands gmd, o
+
TOWER CENTROID
ELEV. 313.4 (AMSC NGVD29)
Property (the lease Pmparty7 dtldCribed On Vrfa drawing; (b) this evrvRy
occurotely shpwe to the best of my knowledge upon review of the wNtinq
oddtloa m Ind Cnrr d UWr fyar, Pdna4 Cwnh, lukvn.va...twang !
N w 1 �rad rrmira b aewl C ! . 9e-039,13, pick,
e '
fhdnld Cowl-. AeKaanm• 6Nq m. salt rwr,t-W-.Oy
t en. H see heaa area dedcdew nw.va; TV61acE °I n Ne "A
d add Iwe..rvv, S -1h ad' is a.c.nd. Cert, v
einem. H 2aA0 feat la a =' DKE Nana. aafa nk
IIdda,t-ve-.q Nh.r, 5..Ih N dd.aygrr��na 13 morula qe dacve.a. Eoal, a
1a
®
LP - UGHT POLE
EM -ELECTRIC METER
NADB3:
recorded fnalrvmvnla provided (1) the Ittaliar of any buildings, structured. and
other Improvements situated on or within the Lease Property, (2) the facts
eeerda,
H Ae111lnp peed and V+.•n ai,Ich are or eat rem.- d nId Rortlr
-Hag d tnr: IlarlhnN ouvree. d W Saull�nei owner of Sectio,
eirynu el IOAO fart - .-'n- red ek K0, wP rtwrkrd
-WLBa-1472• for Nr wAh.aak conn thr+aW: TtEreC.E ia•.m es
d4tvx. N 43..7 tdk 1a a PdaG THEKE Seam se n 07 ...tae
01. EwL v sewn- H et -6a tars se a Pynk hilit" C Noft 55
GM -GAS METER
MAT 34' 47' ' 22.8 3"
LONG 92' 2fi' 22.8796"
found by the undara gned at the lime of sold surrey, (3) the courses and
y0'r,rlrrr (19}. Tv"aahla TTI (2) tine. Rung• r*u- (14 +Rat Baan
Nvrlh 69 a.gqu,e Mnuln It -«wort wuL a Iaanvr of 7+a Ne,,:
dap- a5 mlriule. 39 or, -W. wd,l, . dlata.ar d 7q•Y3 Peel W lea
lawn OP �r]NNwD 1,rraH one snedawq 0.o1n ae.. or 777 .quer.
7-
e faro 2D erconde Eea4 ° dalp rf W 70,00 real to
men
Pw�'irb iHDrCE Naas !! 71 rNaW.e 37 =acendr vr..L a
Por THDCE N NNE 17
•
IRS -IRON R00 SET
ELEV. 313.3 (AMSC NAVD88)
maa7ured dtekoncge of the parimetar boundaries of Urn Lease Property, and
(4) aR setback Trans, encroachments, a0aerndnle and rights-of-way across;
rAIDI E along ❑r. nn dehl�0- , dna a Fk.. n Reed, stns v corn
W G. Hgal hmt+q a rnwa of 4710 kn, m erc-snmre. et 7,.35
rr.1 k lord, alae a acne
Sulaga of w"I. Nee! lv a ; 22 mlmdn
57 a.eenda wnl. a igala.c. d 57-49 I'd so a Pdnb DOME ." e
H
a
IRF - IRON ROD FOUND
NOTES:
abutting ar Offeeling the lanae Arapeliy, ee shown an the Ahstroelar 3
,..l. thravgn '"= °.qtr H 02 .-Enos % mlrwtu >6 e.ewdo,
27 1AGRESS/Di-M FASENErtf ;
fa w nam ha•+�g v rvd:v. aI I23.oa I.I. -etc dv-.
15&41 Let. Nrvugh v rnhd wale er 36 dpnrr 19 mw,Ae. 12
TBM
BENCH MARK
Certificate or otherwise known to ar observed by the undersigned, .vlanq : th
mnaw awe seen N.Ah m d.gy.n 3a rnewln s7 uevns. Eaar. a
auve of x1.55 (.at la a Paau -0-a ka�-y add suet
BONG r !reel N tend altvM.d 9, me Niro+ Q,.-yeY al Ur. Remlenl
Nwrlaaa T Tor
.devne., ane .Nor. diad ease araNr, 174 depew 51 mlare.d a
� res! . dalann co 14ys7 ke h a Pa;.,k IP04CE NeM 45
7�,rn-7; BUILDING UNEs
INGRESS/EGRESS
INGRESS EGRESS IN COMMON WITH LESSOR.
any reevW1nq information far CueN satb4ck lines, dteravchmenla, easement'
rights-of-way, (e) the area of the Lease Property shown hereon is
NPA-,d-e.y Rr. NaAh ass d5 -. 39 ade-A. EwL a
a�atoac. 0 79.11 hek Iv a 5 a' k.e rod en inn cep ...kW
WEeB-,572- y yw, POW or B(01"Np hudvf;
a,'" er I" 9vuu.nt G+wtn ee 54U- ktgy, -Pap
[2 rradh, Ron . no- f131 wept, ally of Milk Rack Pwdaw *=
kfm„m. - ors - endq pvdkn - 1lwa. sande oath er
%
01 orkdtn 20 .anndf Eaal. o 1.1*" el sale tett to W.
or BEC0009 I. -f -d rw,t&10a a,7510 ou.a a 1vgaa
�R-. rad of kow. ,.non °, ku•
-s-
FENCE UNE
LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON NADB3
NAVD
occuroto to the nearest square tool. and there are no discrepancies• conflicts
or shortages in areq or bvundory Rnes; (d) the legal description attached to
TItEfICE Nest+ 04 deY.ru 14 mv.,alcr 741 uewd. Wee1, s dlkene. at
oa ay.e to Td�b PnaesRrdw+ Cn '. ff' w NIKII97- doted
se g a3. f 7, a nwrd.e ar aeaamaM Ha. 97-oeied 1, pnteW,
ERZ-4.,
�„�
POWER UNE
AND ELEVATIONS 1988.
this survey oeeurately 6Egle the eaWsas ar+d measured dlstane8a fetN,d in
4Rap feel to a Sia hen rod ml soh cep me,e.4 iaMfi-?472':
praend cvwty. enwa; mid er wwrony pied x,re
NOMS.
MAGNETIC DECLINATION INFORMATION TAKEN FROM NOAA WEB SITE
performing the on -the -ground awrey; (e) except as shown on the survey
VICINITY
MAP
iNE11cE Nan-, as d.Arm 45 .rW" 3a aaaa„d. T -L v -Net-- °f
3O.a0 feet 1a a SA ren rad art k1h cop ma9dd YVM-1.72•:
Perin S.1914, end rexrad a avenm.nl N. a9-02,241. atlenl
Paver Keech, Pctaw caanly. Mf,ar,ae. e.lnq put er oad a Pan-«, of
T 7. Trimly SuS9.4Nn on ep611vn k the ph d tlik alar PnrasH
Crd6lanea w. ,],.a4 d.eed A�va� ,,1970 Por0 A,.WiM 1,,1976 neardM
44
AND IS APPROXIMATE
droving, to the has!' of my knowledge upon reK9w of the exEeting rvcarded
instruments provided. theta are no [7) visible eoaamenla Or rights -way
THENCE Soreh a4 d.pree, ld -A"44 21 "mods CnL a Gkwe. H
ap.op Net 1a a sIe ro ea n1 .I1h sap alp ked vase -,47x'-
1 -k
6n,Psy. Alk -2, veeo.d,rq he p,e ,weo p4e1 1h oaf --screed In
pop p+a t'Io s6-079175 pvv0v, Pi A.eads oue..0 ewldy
R �y Na. 7a-32120. +llhclf Vaso pwwsl bee,.
1 al, 1914
0rsriw,er 706. ,],S1a dazed Aaorvry 2, HTo road
LATITUDE AND LONGITUDE FROM GPS OBSERVATIONS PERFORMED
COINCIDENT WSTH SURVEY, 1983 NORTH AMERICAN DATUM.
across or abutting or affecting the Lease Property. (2 easements or
rights-af-way the Loose Property the
THENCE 5-kh KS 45 ra:"eee. Ss nrw,da Weak. a Calaq. of
59 ap 4at le !n.'Poiiif or 9EGINNatd hated and cwt k";; D -045q
Arlenwr, and aN mpe ddnrrow raeosn
nq penw..aaly by .a
.rammq
-..order In h,.tn rrt No. 7e-vxaaa, -taw non "art I -L
across or abutting or vfTecling of which
undersigned has been advised. (3) Visible encroachments from the Lease
ire= ar 7.Dae avuvn Naal of had. aorta a wn.
ygygrp p pl e,. r,wtn.ar[ earner er-avid T.x[ A nrngy 5enn.,-r°n.
het e^ m. nd rant-ef-.Retsrq taloa ono i +Ixh ua
nnpp ay
h"10fr
„Ce *ya 3,Plm,bv i. 19eZ n.d re ,4, +au -..woad k
tnawm«r Mean aver.
y
std
IV
BASIS OF ELEVATION: GPS OBSERVATIONS PERFORMED COINCIDENT
WITH SURVEY.
Property onto an adjacent e
p y i property. or onto easements, streets, or alleys, by
10, uraar USD Drt
sarm.det caner of arta Hort-, ons -toed e< mr Np.'M armee, H the
fro. eso7563. -15n Parent
sit
TIP
an of 1ha Lease Pry a buildin sWclured or ether WF=m encs, or 4
Y P �7l 9 P ( )
is le the Lease Property by buiying
OEM a tract a moo dlvel.d ir Ihfi 9c dna-Nall as mr NwUs.ek
w.He et ud sa dh.ne OveH.r ar s.venn N7n_H.II otos. Ta ,,she rev
S4u1hn4 aumar H &cpon ran.ed.n (ION Ta- .Wp T.a (2] d
R50odnqh A N Tff *sal porn >too W deg ansa nsw .r ,1 a4ean4
d 6u
Emmert[ tw 5evernoar 1 lode reed 5rptemb.r 3,19ee to
sa9n.rd.m Pea Trayt.a. cw ya y recorora n ant unwnt 7+v
517E
BASIS OF BEARINGS: GRID BEARINGS BASED ON GPS
OBSERVATIONS PERFORMED COINCIDENT WITH SURVEY.
V vncraochments on slnaoturea or other
Improvements sl[I on vd w property; (f) no portion of the Loose
�q
f7T Ratf4 Rena. ihhinn [, 1] 1na4 City d t1lUr Rveh. Pvkakl Ca.,b•.
An,enwa. vee° w out . and a penhn k Y,el ee.wda trxk aN IOM
wnp v d.tanes 744 Free 7RDeCE 9,. nal rrgnl-d
d RenAhq R.W.ddrq v serve le mr 4pae, ,,o+,nq o r.d:ue ei dT3.ax
fret vn me W. ora d 7.5.55 faeL tlReugh a uaauel ongk et a;
'60346,0, ova eat .11. Uw 1.par vrdo w seem eM u1rEry
.a.Ny1 y,e.n NVWrt
14
pro to
t hos been deal na
p )' g le oa lying within a Flood eons or flood Piano area
as desHjnoted on the most m.ent Flood Insurance Rate Map promulgated by
earrvdyrd w Tanly P .gl.den crweeh Ly w°mny o..d d.1.d unto. a.
f099, eM retarded :r aveamdnl W. ig-021249. OPy#al Put, R.Oerdr,
P,11aa1f Cama,, ArMnan, sari 4rl.rd n+a1v paelkaswy d.aerlaM t§y as
m 36 „ � deewd., vy y,°n .r,vre ydvn Nwsn as
d ,d,y�a S7 eaceMa F.a.l, a, dL tanea N al.a3 hat !a a
P�4 T&r Iw.W add -at ARM -or, " un., Nenh 53 ries-.. 45
R.gld yr ser Lawmen. end Rdre°n date .wt 24. 1901 M PY
x9,lfrs7 le aV C:q• eN11a- Ria, Ark-- reewded h MtXmr nt Hv
97 -wase. p°.a rnl enxt: thr Owe mw v pcc.a. and ulMty
ge
"z
CONVERGENCE ANGLE: -00' 45.9"
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS WLTHIN ZONE
Inv Fede Fmeroen Mann vmeni Agency:and this purymeet➢ t -
9 (q)
app ieohla r Iramvnts for land avfvsya pa daffnad by the 'Arkonags Minimum
na3W1.1 39 wend. E.A. v saRoac. W 70.7] int t. v 5/6" ka, ,ad
d yr I amen h.mn.
"X', AREAS OUTSIDE OF 100 YR. FLOOD PLAIN AS SHOWN BY
Ston a !o Proporsy Surveys and Rota".
wuu,ONWe at tdr m elimmg rarmr of tract A, rxnny sub0hi lar, w
a.t .la, sop NWktd SeEBs-:422' To Gr 2rvTI nI ewnn d me para
at KON"M hrnq
oolore.. N.. 17,557 noted 9.Plw w 2. 190'7. mm s.pk.mbor 30,
i
HINSON RD -
FTRM MAP COMMUNr1Y-PANEL NUMBER 0501810037E DATED
od69dn Iv u. eH', m wu Rik Pweeu fko r tranan, aeeardr+p to
N w p,al l7,ir.W f.cardd0 N ovev .t fru. se -079173, *f1k
eras ...wised hen°^ end Mhr Pawn
T NO'vr 65 daqr 45 mleut,d W seewda mar. n delener e7
I977 rrevrded In lnaln'n'a.k rk,, a7�e77s1. Oeaa nv1 efNM P,. I.na
e< av .r - -d 461y -arm.h, 0-- her-
10/19/2001. NO SURVEYING WAS DONE TO DETERMINE THIS
K,eo, . er4.. Pworv, cm,ny, ,lryan.ee, LepG on tn. n.M eyht-.l-.ry
un. er Rdav,g R°ed one tram .hkb w. sena,.ne male, ar rma h
r
38� fnt Iv a Point: THCNER Sewh 48 d`%, 01 meso. 1e .-evade
.NCE
FLOOD ZONE.
Kurtis ebb -
SUAVEY PLAT CODE:
6n. -t alt a w kdlheeel odanv H ma sauu..k Monet m saelia,
wooer t,9y, 7a.n.nrp r.. 2 «rhe Ra q. w..1. (u] weak. aeon
week. a ➢rates. m as 10 ant m . N4ot .Moog . r,r. 1. w
-alt "Ao, o r.4.. el ,DS.DG fart w dlatance al 12aai risk.
iti
R.P"L.S. 1472
50D-02N-i3W-0-I"10-60-id7P
as ee ,6 nri+vla S� a°r-arre weak. a d1.um°a et ,f.a kr7:
m,.ugn c. ei .4. vN 70 deg,... mlm,su 1a a.e°ad., now
x
z4.2
pspg
6 E
3 gd�
Q
ZI
Q
2 Q Ih
LuJ N
N
ODN 0 r
✓� w( Q
W �ar xrr
ryery l � Q
rµ4 DO _Z Y
aO
W LLJ � J
:2to r
Q J
Z
w
I_
N
W
.91
I
did, 1010
�a
e
+, �E .%;1 OPEC
q. A1aulsas '.:%6 e
N0. ,412
DRTN KRW
CK KRW
2
a B
0
I
SV -1
FNVMFIFR1D;f?E1=M DISTANCE s 3621'37- E 51.5x' .W P BY/ER64N CHURCH E`, yN 31207'07' W 74.76• I ¢• INST. 9-021249 i ��� `� .� �� TRlNI7Y PRESBYTERIAN
N 74.15'DB• W 38.41' / 11 �CHURCH
y0.F' C'4', ` O / INST. 199-02724 9 5 7+15'08• E 45.57 / / 5 3607'07•E61.60„QRPCA N 3621 37' W 34.D;r 1 +� • - • �S/ 1i 4211 O 7� 6 N/2 NE14 SW14 �~
.' 413' x 50' ;,1 �O x SEa 19 72N R73W °
�•
1Y 1 E AREA i "N' a �x f r / x
CD=
1W; G / �5 �.
V 42 /
POINT OF COMMENCEMENT 4' .w / % P rr _N 4445'39" E 50.00'_ , ._ • -'j
SW COR OF N/2, NE/f, SW/4
SEC 19, T2N, R13W HEARS
N 89'18'11• W - 349' PIP // r
l I It
/eI4 I ` 40' X 50'
7�!z,LEASE AREA 2/0'
04D 2000 SF
EASEMENT`
N
0.04,59 AC
m
x
05 I£ �o
4
suH I PP f t 4 ` to CENTER OF .q
PROPOSED TOWER
•Als[R i f TRINITY SUBDIYISIDN �N 85.'45"387r4.66� POB LEASE AREA do _
INST. 1'98-039 1 75 '+� - { of INGRESS/EGRESS ESMT.
Q 1r<o 1 f1 D:RP.C.A. / t0' U71UTY EASEMENT `� o I50+00'
772 Sr- 0 0177 AC- - - - _� 32. 6185 45.39_W
N12 NE�4 W4W
'1 S &5.45'39-
's SEC_ 19 4 SR/7 4 -
s tt'nNOTE: POB UTILITY ESMi.
TRIAUTY PRESBYTERIAN
CHURCH SURVEY SHOWN ON THIS SHEET HAS
Q INST f97-06.2781 BEEN REDUCED IN SCALE TO FIT THIS
m 1 0.F;R.P.CA. SHEET AND THEREFORE IS NOT TO THE
SCALE INDICATED. USERS OF THESE
r
DOCUMENTS
SL
FULE THEREFORE CAUTIONED
L L SZE, SEALED SURVEYS
n 1
[g ` !� FOR PURPOSES OF PERMITTING AND I /
u r CONSTRUCTION.
/ 3'at5� \ �0• tiq� �, \ 40 O 40 130 120r cvr ya 'gy M16 / t'5
Ss, js F 6• r0167oa PARK01u KAFA TRACT A
TRINITY SUBDIVISION
oy4 ` Scale: 1' . 40 3a (`ds �� t3A p
INST. 498-039175
;Lx�� r a` �G�S��Ory /�q� D.R,P.CA.
j NUMBER DELTA ANGLE RADIUS TANGENT .ARC LENGTH CHORD LENGTH Cj-TORO OjRECiIOH _ lib 1 4j"'y( /,� -
�� \ Cl (32'36'36' 473.03 10.78 .2155 21.55 _ N 20-3B'S7" E ` r].O ,�Et .(rya 10 0 10 20 3D
a �� C2 01121'28" 473.03 5.61 11.21 11.21 N 2737'59" E
C3 01.15'34' 909.93 10.130 2D.00 20.00 N 15'03'35" E
�' I PARX�� AMU 'rte C4 70'19'12" 105.00 73.96 12&87 12093 S 12'51'44' W % 9 Scale: 1' 1D
C5 70'19'12' 1125.00 88.05 153.41 143,97 IN 12'51.44- E /
CIT[ DI AAI crA1 r• t" - �nENLARGED SITE PLAN SCALE: 1" = 10'
-• - - ••
n
ew {-° 11ne of xr6ng as a %sora''
a ua dphl aaA+g e amus rk--r, on am ur �a. ei 71 i5
raea. s.MrY area uar msenu i epee t o
dmwki W 17?Amfml 1a 6 �&e TH 3A = " 1i
LEGEND
PROJECT INFORMATION
SURVEYOR'S CERTIFICATE
11m.Z ° Lad of knd -RUvt,d H ttr M th 0,w«HWIf of Its Naraleaar
' Bea.Lr Ih. saaNaa.1 lhoC.r of S.atWn lWeutrsn 119}, T n.htp T
teat, Urovgh o rsnlyd anal. aT GQ p.p M S6 mkrr . 36 -aeanelk a
halt drsrd b•PA N.Rh a.p,.r ]d ,tlnuln s7 s-mmF, Ee.4 o
mk'eda 57 -.%nail+ Eae4 o &Sane. °t ALZ2 feat W o P. ilviiCE
sou as asgqrrw--�. at mkW,. s7 euend. E°et n dr,ta,ua ar s1.7s f..t
.� PP -POWER POLE
The undersigned hereby eehilies unto Verizon Wireless and Bracewell & Giuliani
of
H.nh R ThlKnon 53j weal Coy 91 WtH Itnek Pr +eax Cavnty
°a9•
ArLm.o; taWln fax! d lend
°!inane a 21.55 f•.I m !h- PoWR OF BECPa1N¢ h'''eap
u ° Pakta THENCE saw' i] dgnra fid naval,. 7.4 .sand. west .
Chalon— at 110.18 feat to a PautC 11604t Hann 311 a+snw n>
o TPED -TELEPHONE RISER
CENTER OF PROPOSED TOWER COORDINATES:
LLP, that Ca] this survey droving 6 bused upon on on -the -ground survey
dee Lne sal l and o hby or n:
,: cwny�r6 1e 7dNy 1•naIrpedon petrel, by s'amadly Geed rkfed Yaesh 9.
dad in rwoae Remn:s,
In Oanmmi Nn 4a-a217w7
T11 E Wwlft Yq atmg d7r seal Aghl-0.r-"qr an. of R." Read
era U ih- m beafng .masa oil 473,'3 reap .a .w
0i6t a n9
airw-. 0 and. wait a ddlaaee gr 7A.7a T -at I. a Patel• 7HEHcE
N.rta 74 d.�o,+ 7S m7auu- oe ,.'and- W-+4 . melalwe -f x.41 raw
a WV- WATER VALVE
NAD27:
mode by i v undereign6d on November 1 B, 2005 and oil to matters of
}h1
record rats° upon Abalroator R Cerlificata 16301 -Pesti a, dated affectiva v°
S
196°, and m -Ned 'orrl.kf
19999.1 Caw]¢, , ad b•r•q alga po+dauarg` d+-[r�rd 7� Ga
�I°^ee et 17 Zt r+a4 Hrw9A o e-M/ar anvfe ar of &glaaa 21
ng ut.a 73 -.sane+, eM .hid. eir.rd Ilrbn l vrtel 7Y d.�re 17
k a P°trd, oma �e19 en lh. awl rkNi-ar-soil! an. el Rnhi ile,ed:
ng
INEMCZ Hong add .sal debt --!-orae in. end a Jb o °un. W th-
•b• FH - FIRE HYDRANT
LAT 34' 47' 36.8373'
LONG 9T 26' 22.3170•
pi December S. 2005, Towed by Pr"lga Land Records, covering the Lease
aM.x
7rh1b SLbdrMen,
minw. as ..send• tad dwnea el 1137 fen 1. a PayeL THENCE
I+v+i+q w!d w.1 r)T I anti !brad as Japan 45 minkas 3o
rlghl hadng a men,- H 9 03 f..L m am dean'. of 20.00 fa -L
threagh a ea tool NW oil at d-gna 1S mYwt.. 3a -ec-nd., end
+ TOWER CENTROID
ELEV. 313.4 (AMEL NGVD29)
Pmp9rly (the "Lens-' Props ) descrihed an this drowin , (b) this Survey
knowkdgs Npefl rC1r ¢W Gi lila a%lltifx]
t0 Lite he � e
rAMYCNOMa d tae rdrla.vcl -°nee+ H 1,..! A oR
' eAddlrrm !e ller CAr d L1Hd- Ram, p y>b mVAk. MaNa+. ea-yrdrx ip
-Nana- Eaa4 ° dle7i= al 74.66 rfa7 1° ° p.lm, sear bxrbN on In.
.hid rhajd ltmrr Tkrtn 17 eYgrn. P] enpnNq 33 .-and. Eoa4 n
d6tence zaau rn! !e a Pdm7 T+f±rl¢E I+oweq .oa n.1
x LF •- LIGHT POLE
¢CCLfalejlr ShaMB °f my
Tn.trvments (1) She locc6an of any bvildinge, structures end
- Ih. mea x aF rcd r.wni.d 1n IIaewad ]}e. 7e -W9175. 0lfldel
pt �v tn. nyhl-ar".ay
l 11 of the too. en° desarlhad "tat; SRENCr amny use r-.1 Rn.
�d dostm aee0. Sumo A4 d -gnu 14 mk¢uf x1 nConO E°+L a
or
dynibrsage Ipso, SudA 74 a� nee 75 minWu ae ueanae Eaa4 o
® -ELECTRIC METER
2.41383:
recorded prwidad
other Emprovemant6 situated an w within the Lease Properly, [2] the Tach
g P.blie RK-rdti Pnla,D Caenb. orrrti an w.s
i Fins of yrmlm blond and fnm bwa?' i a Southomt mr7>.r H ,eta Ronk
dt.= or 10,00 rot b . ',116" Iron and .el rAh a p n-tod
wan'. er 4637 rayl to a Paint; TNO.'0E 5auln 36 d".. 07 mfradn
GJA
p7-ecegda E-aL a Aafnav, er 61.6E f+at la o POYet: TRENCE Nana 53
E.01.ih!wta.
L47 34' 47' 37.1653"
found b the rindsr6l ned at the Gmc of sold au 3 the courses and
Y 9 7', ( 3
i one --Hae of �e "I. Doon.r of ti+ 5euunaet 000.tar of Sedlnn
t
F inclam (S9]. Top= (4 NeruL Rvnps 11tweaa [71] Wa-S bc.ra
.Yr[68-•lila' Iu the ...therm m.mr rheKM: TNA.•CE south 85
d.9R•- 4s mama. 36 +.a.Ma w..; a Chelan'. er 79.73 fa.! w rhe
OF 961NNINa htnaf and ea le" 0.1717]' ems ea 772 agWn
d 4a al .ado's v dl+Wx. aT 7odA res! la a
p•G �E R.Kh 36 ds Pl
aNL aril'. mkn a s7 .swnd, wilt, °
GM - GAS METER
IRs -IRON ROD SET
LONG 92' 25' 2 -87BB'
ELEV. 313.3 (AMSC NAVDBB)
of the Least Property. and
bacdi3kRces of for permanL oemsa,
Rneo,
hbrth ag depea76 11 e. -.b war. v dolooa- ar tad;
Road.
THAI"i 01'774 tl° .sal hl_oi,.•ry W of RaMn9 good, vknv v 0.771.
o Of Re
W
real o[ wnd, nw. w Ie+a"
dilonc. ot. 34.¢2 rest r° a Pana THENDE North 72 ante" 17 mv-hra
52 ..-milt, wart. a W. .8 or 67.8¢ fe.e 1° o PAM, Tlin E -lent' a
`
IRF - IRON ROD FOUND
NOTES:
. accahatunales
(4] °11 setback enCfnaehmenLs, cacementa and rlghts-of-way
(4) all s
abutting or affecting the Lease Propaety, as shown on the Abstracter's
m tae n.h1 atlw v M.A. d 473.03 ars a of zts5
fe.L through a '-Neal ants c 02 dU 36 lr57 36. .
713' INCRE4/EGRESS EASEMENT
ca%%. N $. ryhL rheabg a r.dhn vl 125M reel, m tat eolaln H
757,41 1eo7. thlwgh v a,nLaI a of 70 dn" 1s nJ..W 12
TBM BENCH MARK
or otherwise known to at abSCrvad by file YR4ra rWTgned, 0.1'714 NIDI
EG -L
.hos. rbord a%ar. ItmN m a-9hha+ Ja mood-- 57 .e=ndt Feat .
- ami of 2135 real m a Parrt: 71fWCE ]arrylq aaM -sal
ap,1c ° Lnsi a Imes e8uoled in the North One�toH vl 1Aa NMIhMai
wamdv, Rost aha. -'rear' b.ms Fun7l 12 d+ghen. 5T m9adra 4h
9-aanda �� a dlAmw 147F7 het t. a Pb 1-. TiltKE reRN 49
2777777. BUILDING WOES
INGRESS/EGRESS IN COMMON WiTH LESSOR
arty rast4
boy recording Information for such seiback rine], meroo0ments, eaaemrnts
and ri h s -at -W c the area of the Lease Property shown hercan is
8 right -of -cep bar, Nash dg d.gn.a 4s mrmd.. ae -awrA. -4 a
1. Y 1. aIth cop
Gnnar A the Southrh»l ouauer of Zmtrhm Mae4oe° [1°}. 7ee.mhip tea
[ Nash. Re ?ttrk.n [13] Naafi Cert' or Ulu. Roca, P -skl -aunty,
dear+'. 01 rNnuln 29 xxar�a Fiat. v olm n .1 83.26 }eat to the
-x- FENCE LINE
LATITUDE AND LONGITUDE SHOWN HEREON ARE BASED ON 2.41383
accurate to the { st square foot, and there ore r e diserepancTes, eoWicls
P db7anca a! 76.73 feat o and ..l marked
7LTH6-7477' to th. IhO6If OF BEGINNNC b'e'ep
otoo�.kq aw e} oe4 . portion Of th- .rL h trail. o!
poog OF M ]weal and evaLWxuag 02510 acre- or $0,43♦
f+.l aI lend more er I.n.
ELEVATIONS NAVO
air shortages In areo or boundary lines: {d] the legal desadpBvn oltacbed to
mgrad eo TM1y Pna an C[aurur by orro EsrM elated
0°eumwd Na 97•-¢67761, Olklol
Mabe-
•--9f4P- POWER LINE
AND 7988.
thLs survey aceraralely Stals the [purses and meaxurcd distances found in
I THEh� Narih 04 dapreu 14 mrnwn 21 s.mMa Wan. a did.- or
' 4o" fen to a 5/8 Iran fad eel e7ur sap morbid 112-0^1472 i
S I-elhar 25. 1997, rnd mord-' in
PvltAe Aewrda, Pwa+M� Arim"o. am W w°•a°ly easel d�
C%59JE)tr NOTES.
MAGNETIC DECLINATION INFORMATION TAXEN FROM NOM WEB SITE
performing the vn-She-•ground survsy; {rt} except ua ahawR an the survey
VICINITY MAP
E 711124E North to d+pmas 45 minwr 30 -wane. I-,. o daivwa or
Sao¢ feat Sv a 5/8- bon rod .et lh sap ma•had 9nes-7477':
�� 8:eer�daa,•Fu�'waIn oa=rnshl 0 � 9� f7� txRslain of
�#'nA' �a
Tract A, 7fWW SupdHW° m eddttlen 1. the M of Will. Real, F"'
ardh.nn Na. 17.4-4 d -led Aegq-A 1.1975 Iliad Akp.+t 17,1978 r.nmd.e
AND IS APPROXIMATE
drafting, to the peal of eery knowledge npOR renew of the existing recorded
InsrLinume`nt7 rovTdad, theta ore no (1) visible easements or right=-cf-wdy
P
THENCE 5.ulh 04 14 edm,ln 21 +.aand- Leat, a dl.lnna4 of
[ °vFref1
4oW feel to a Sj¢ Imo rad xl .1N cap nu.kw 1YE6a-fi77;
,
Canty, Admn-e., Weeoaleng 1a tila aidep a plot ther.oT r+sord.d rn
1st Iastruniont No. 741-3277.4. A)datr -rear' paralf trait
LATITUDE AND LONGITUDE FROM GPS OBSERVATIONS PERFORMED
ot:rass or dbutS3ng or 0ffectlryg the Lease Properly, (2] eosamenls or
$
TNCINCE sa,dh 95'area 4S rntmin 39 :+sonde wool v not-. of
. SOM TaS is 18 PO CF WVNN= hereof .nil c.olarnl°g O.CI59
Oacp.ro t Na. 96-'39176. Orndel N A.cud.. Pula.0 AYrhty.
wear, erd Lara mu. pa+llvaaeq, d_0.d M w fauc.c
Dma,one- NO, ts,s76 dated January 2, TO7d1 pled Jawury 21, 7979
he-ri1.d 1n tn.Wm.ed N°� 79-0290.5. A.Y+ela anon Fannl WcL
COINCIDENT WITH SURVEY, 1983 NORTH AMERICAN DATUM.
rights--of-way across 0r °butling or otfecUnq 4he Leese Properly of which the
undeasigoed has bean °dvlsed, (3) v4lble eneroachmenl9 from the Mase
I oa.a .r 2,000 .q- feat of 1m.Y, more m fir.-
rp Ails as ad iho norum.t =mer at Atka Triad A. trinib liadMekn,
ca
-a One Ra Read and earn nhfah IM
� doted September 7, 1992 filed Febm.ry 14. 1911.3 rorarded k
BASIS OF ELEVATION: GPS OBSERVATIONS PERFORMED COINCIDENT
WITH SURVEY•
Property onto an adjacent ra allays. by
1 p perry, yr onto easamanLa, 9treats, or
10' LIMIT• EASEMINT
MWN oh til- -act right of
waNnt of mk Norm Oa.-7LW of Nod
awrl,r sa th.
kulrom-nr N.. 11607583. ATfeetr entire paronl 1neL
arpr of the LC¢sC pre rl bufldhtg structures or other tea rovements. or (4]
Pe Y P
the Lease property by bu+ldirlg or other
OFlvt1 a trees .f etar.t-d the Nath v lmagaaol
secten T.a
Sovlfo4 t'nude of saeum Nlnataa. Orr], 70--Np Ten (2] Nerla.
a.prc.-,a anw.s -
(for ons sea' TDA
a^aaa
rMenant doted 3, foes filter Se Lembar S.s966 t0
sawtrrntara sed trpnan0 a nail In a..tnay.ne No.
BASIS OF BEARINGS: GRID BEARINGS BASED ON GPS
an structures
LS
trnpre enerAs situated ort
p pro (1) no pomon eT the Leola
On reriy
er Meat= (1 )
4* l liouc (7s],Loald Qp
o':l No of th- - reXtoe (13) W.L.r
[2] North. Rorp. liW leer [SS] wCity .[ lh9a Aask. Pu eau Cavdy,
W-1. al - rq.
Aahreg ,mod, at" a =ere 1a Ina dvbL 1bMnq a mdW, °! 473.03
Raw" r& --d. S49 reel• to it. dm9 Use 'oat rphtsola.q 03
he lo
'6'37117'. I..a not .N i til° t'a'il moo or arra'- end .dsA
.Ivan herr-.~
OBSERVATIONS PERFORMED COINCIDENT WITH SURVEY.
ha been de ted as l o flood pane or flood pmnc urea
as lying
properly hes been desmosit
Arennea+, oke b6q om or and a ec um d Not =rWn Yxl of ]mod
raay.y-d L. TrIN�. Prv.,ryt.ls" Chaeh 17 w._* Dead doted U. -h 9,
90, aN0.9v-0!.7749, OMehl PabCc A.av�de
of
al
rest, .4 r.i t.raner M P135 fcaf. WoNgb a ''lest snptr el 02
d< 36 mrnNn Sn ara,na>. °nil rhox aha' 11mr+ North 7a
? sem+" dfa[°°ca 11.55 fexL la .
soa.nlen!
pd,e or rarwapeM and R-kase dales .tare, 27. 7967 Rkd July
I �1he AAan1v- Rh Inakwnonl No
74f
CONVERGENCE ANGLE: -00' 14 45.9'the
r
a6 desbgaoled bn (Ila lYIaY! recent Flood tllaYfonfx Rate Mop pramulgoled by
dHw
FMer Ern a Mon menl A en end (g) this survey meets the
9Pule.:1
Cawlr. Arkm+.q mid being mora pehH.ar.N d..arm.d 4 0+
��mkww 9 a of
ry'R Ia,hyg oald sen,d..arw-,, y„• Ne,u, s, agwen 45
7t' 1967 t]ty WiLill- Roe7L nav[d.d
97-49mz�' ^--- nal arra'[ w trace ars..r .ua.a oaa u9uy
BY GRAPHIC PLOTTING ONLY, THIS PROPERLY 15 WLTHIN ZONE
vpplfeabls ufrcmenb for fond sur.�eys os defined by the Arkorraas Mir'dnum
rata"-
mD tlw 39 mead. Fast. a A.tarur, o[ 79'3 ori to . s/e' ban red
9wem-H'hila' Irr.ar4
-X-, AREAS OUTSIDE OF A 100 YR. FLOOD PLAIN AS SHOWN BY
Ston rdsT Sume and Plots%
�°P"'�'srI
ei !h. nartheaxi nam.r of 7vea! nl SaYdhbmrc nn
.a1h sop mmk.d 1Y1'9a-14rY fm U. W th"Ok mmar or Iha l.a-.Ca%NENC7AC
nail daaaraaa b'ra'n me N. ihll9fr 0r fuGm,.br0 a.neC
Na. 7997• pled s.p1-mbar 30,FlRM
dmrA.N..
MAP NUMBER B50T810O37F ,
DATEDud6Wn
. Ae,.
m1h- � Or uma gil+. POWs, Ce1i,hy,,t,y,,,r,t ..,..,;.way t,
f� a M twcumv n Re 9a-°7°776 Orfrx.
g,ey,ta, Arlwmpt, ypg m
NaAn
rS
'•�� te.l k e Polo; 711411[£ Sovlh 46 d-prw 01 Inrrala 3a wcnr-01
97 6 7
7917 exa dad In lalnlF W 17a. v7 -E23761. Oeee n.t .Nest th. ease
1017 t o In final
til uu0leaeel -boon here.,FLOOD
1. NO URVPANEL
Ta
113/1 B/2001. NO SURVEYING WAS DONE TO DETERMINE THISpc
ZONE.N
SUAVEY PLAT GOOF:
Ku[}]S R. -Cllreno-HaRAOwinu.lemu
kAoa east tram efiah A,. amM1Sasrt miner al .Let,
aaarl.r du . sauu.e4 a m 7-r m scream
wan o dalaroe a e9 t0 r..t 10 . IM nt NENCC eb q o sum t- tta
tv'+Y�9 tw.m f -°L vn ora wtar� °r 77a.er fe.t,
R.P.L..s. A•72 •
7nart..n [:q1, •r whaad. 7.a f21 N°d>ti R.rhpa m1rw. [,s7 w..e 6.ma
Nanh nil e.vnnl9 mnmr ,1 -reand. if..L . 4kda e. w 34a r..r
le'L p ,ndw.
senngf a enLa .411. of 7a p.in a Is mtnwa ,s soeena, and
500 -0214 -13W -0-1"111-15D-1472 v, vs ny -
FOR THE PURPOSE OF THESE CONSTRUCTION DOCUMENTS, THE
FOLLOWING DEFINITIONS SHALL APPLY:
CONTRACTOR - GENERAL CONTRACTOR
OWNER - VERIZON WIRELESS
PROJECT MANAGER - VERIZON WIRELESS OR DESIGNATED
ALTERNATE
LESSEE - VERIZON WIRELESS
2. CARE SHALL BE TAKEN TO LOCATE ALL EXISTING UNDERGROUND
OBSTRUCTIONS, UTILITIES AND/OR EASEMENTS BEFORE DIGGING OR
DRILLING ON THE SITE.
3. UTILITY CHECK - BEFORE COMMENCING ANY WORK AT THE SITE,
CONTACT THE ONE CALL SYSTEM IN THE STATE IN WHICH
UNDERGROUND WORK IS BEING DONE. REFER TO ONE CALL NOTE
ON SITE PLAN.
4. CARE SHALL BE TAKEN TO PROTECT THE SITE AND THE
SURROUNDING AREA FROM FIRE HAZARD DURING 'HOT' OPERATIONS.
ADEQUATE EQUIPMENT, PERSONNEL AND EMERGENCY COMMUNICATIONS
SHALL BE PROVIDED TO PROTECT LIFE AND PROPERTY IN AND
SURROUNDING THE CONSTRUCTION SITE.
5. ALL EXCAVATIONS SHALL BE BARRICADED FOR PERSONNEL
PROTECTION AND CONCRETE PIERS SHALL BE FILLED BY END OF DAY
6. VERIFY REQUIREMENTS__ OF OTHER TRADES .PRIOR TO PROCEEDING
WITH FABRICATION OF INSTALLATION OF MATERIALS.
7. COMPLETE: SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED
ITEMS FOR REVIEW PRIOR TO FABRICATION. DRAWINGS CONT),NNED IN
THESE CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR
SHOP DRAWINGS.
S. VERIFY ALL EXISTING SITE CONDITIONS, QUANTITIES AND DIMENSIONS
BEFORE STARTING WORK. NOTIFY THE CONSTRUCTION MANAGER OF
ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH
THE WORK.
9. ALL BIDDERS SHALL VISIT THE SITE BEFORE BIDDING TO FAMILIARIZE
THEMSELVES WITH EXISTING CONDITIONS.
10. THE BUILDF-R/SUBCONTRACTOR SHALL BE RESPONSIBLE WITH NO
ADDT11ONAL COSTS TO THE OWNER/LESSOR/PROJECT MANAGEMENT
TEAM FOR ALL FEES, PERMTTS, INSPECTION FEES RELATED TO THIS
PROJECT, OR SEE THAT ANY AND ALL SUCH CHARGES ARE PAID BY
THE RESPECTIVE SUBCONTRACTORS ASSOCIATED WITH THIS PROJECT.
11. THIS BUILDER/SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE
REPAIR OF ANY DAMAGE TO EXISTING FACILITIES AND SHALL REPLACE
OR REPAIR TO THE ORIGINAL CONDITION AS DETERMINED BY THE
PROJECT MANAGER.
12. CUT AND PATCH ANY AREAS WHERE REQUIRED BY THE SCOPE OF
THIS PROJECT. MATCH EXISTING WORK AND MATERIALS EVEN IF
SUCH WORK FALLS OUTSIDE OF THE LIMITS OF THIS CONTRACT.
13. THE OWNER OF THE SITE RETAINS SALVAGE RIGHTS TO ALL MATERIALS
AND EQUIPMENT REMOVED FROM THE EXISTING WORK. MATERIALS
AND EQUIPMENT NOT CLAIMED BY THE OWNER SHALL BECOME THE
PROPERTY OF THE BUILDER/SUBCONTRACTOR WHO SHALL ASSUME
COMPLETE RESPONSIBILITY FOR THE REMOVAL AND APPROPRIATE
DISPOSAL THEREOF.
14. DIMENSIONS NOTED AS '+/-' OR 'VERIFY' ARE BASED ON MATCHING
EXISTING CONDITIONS AND MAY VARY SLIGHTLY FROM THE DIMENSIONS
AS SHOWN. NOTIFY THE PROJECT MANAGER IF SIGNIFICANT
VARIATIONS ARE ENCOUNTERED AT THE SITE.
15. DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED
IN SUCH A MANNER THAT NO DISRUPTION OF EXISTING FACILITY
OPERATIONS WILL OCCUR.
16. THE NATURE OF THE SITE RELATED ACTIVITIES REQUIRES THAT
ACCESS TO THE SITE MUST BE MANAGED AT ALL TIMES DURING
HOURS OF OPERATION AND WHEN THE SITE IS UNATTENDED. WORK
WITH THE OWNERS REPRESENTATIVE FOR SAFETY AND SECURITY AT
ALL TIMES.
17. CONTRACTORS SHALL BE REQUIRED TO PICK UP ALL OWNER
SUPPLIED EQUIPMENT AS DIRECTED BY THE PROJECT MANAGER WITH
NO ADDITIONAL COST TO THE JOB.
18. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
19. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH
VERIZON REPRESENTATIVE TO DISCUSS ALL ASPECTS OF THE
CONSTRUCTION SCOPE OF THIS DRAWING TO ENSURE HE IS FAMILIAR
WITH AND UNDERSTANDS ALL REQUIREMENTS AND INTENT OF EACH
ACTIVITY.
SITE DEVELOPMENT & FINISHING NOTES:
I. DIGGING AND EXCAVATION — HAND DIG ALL EXCAVATIONS
AND TRENCHES IN AREAS SUSPECTED TO CONTAIN EXISTING
GROUNDING CONDUCTORS, GROUND RODS, POWER/TELCO
CABLES OR OTHER BURIED UTILITIES.
2. SITE FINISHING - UNLESS OTHERWISE DIRECTED BY THE
LESSEE'S PROJECT MANAGER,. AREAS OF COMPOUND
EXPANSION OR SPACE L0CA3ED WITHIN THE LEASED AREA
SHALL BE FINISHED TO THE SAME STANDARD AS THE
BALANCE OF THE EXISTING COMPOUND OR AT THE SOLE
DISCRETION OF THE PROJECT MANAGER, THE FINISH
STANDARD OF THE LESSEE SHALL BE PROVIDED. REFER
TO ITEM #3.
3. LESSEE SITE FINISH STANDARD - PROVIDE A MINIMUM 4"
THICK LAYER OF CRUSHED STONE (APPROX. 1" DIAMETER
W/O FINES) OVER 6 MIL WEED BARRIER, OVER 6"
COMPACTED BASE. FILL MATERIAL SHALL BE EQUAL TO
CRUSHED LIMESTONE CONFORMING TO STATE DEPARTMENT
OF TRANSPORTATION REQUIREMENTS FOR TYPE 'A', GRADE 2
MATERIAL COMPACTED TO 95% PROCTOR DENSITY OVER A
COMPACTED SUB -GRADE THAT. WAS SCARIFIED AND
RECOMPACTED TO 95% PROCTOR DENSITY.
4. REPAIR/REPLACE - AT NO ADDITIONAL EXPENSE TO THIS
CONTRACT, ANY CONSTRUCTION RELATED DAMAGE TO ANY
EXISTING SITE ELEMENTS OR FINISHES WITHIN THE
COMPOUND, IN ADJACENT AND/OR ALONG ROUTES TO THE
WORK AREA. HOWEVER INCIDENTAL TO THE PROSECUTION
OF THE WORK, SHALL BE PUT IN A PRECONSTRUCTION
CONDITION TO THE SATISFACTION OF THE LESSEE'S
PROJECT MANAGER.
5. BACKFILL - ALL BORROWED FILL MATERIAL SHALL BE
EQUAL TO STATE SPECIFICATION FOR TYPE A, GRADE 1 OR
2, COMPACTED TO 95% PROCTOR DENSITY. WHERE
TRENCHING IS REQUIRED BACKFILLING WITH MATERIALS
EXCAVATED FROM THE TRENCH WILL BE PERMITTED UNLESS
OTHERWISE DIRECTED BY THE PROJECT. MANAGER. ALL
TRENCH BACK FILLING SHOULD BE COMPACTED IN LIFTS
NOT TO EXCEED 6" COMPACTED DEPTH AND TO 95%
PROCTOR DENSITY FLUSH TO THE SURFACE OF THE
FINISHED COMPACTED SUB -GRADE.
6. THE AREA IMMEDIATELY AROUND NEW EQUIPMENT SHALL BE
GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM
THE EQUIPMENT.
GENERAL
NOTES
S14M HISTORY
03.07.06 ISSUE FOR REVIEW
2.
3.
4.
al Nl 1
VK055355
i
03
NEW IMPERVIOUS GROUND COVER
WITHIN LEASE AREA 2,000.00 SF
ACCESS ROAD 3,874.70 SF
TOTAL 5,874.70 SF
SITE PLAN
SCALE: 1"=60'-O'
NORTH
SCALE: 1 "=60'-0"
120 90 60 30 0 60
SITE NOTE
1. HAND DIG IN AREA SUSPECTED TO CONTAIN
EXISTING GROUNDING CONDUCTORS, GROUND
RODS, CHEMICAL GROUND RODS, GROUND
RODS, POWER/TiELCO CABLES OR OTHER
BURIED SITE UTILITIES/ELEMENTS.
2. REPAIR AT NO ADDITIONAL EXPENSE DAMAGE
TO ALL EXISTING SITE ELEMENTS AS REQUIRED
BY THE CONSTRUCTION MANAGER.
SHEET TITLE
SITE
PLAN
SHEET HISTORY
05.12.05 ISSUE FOR REVIEW
W1K
Af�fSAS ONE CALL SYSTEM ° I'
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UNDERGROUND UTILITIES 3.
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05.12.05 ISSUE FOR REVIEW
W1K
Af�fSAS ONE CALL SYSTEM ° I'
CALL BEFORE YOU DIG Z
UNDERGROUND UTILITIES 3.
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CALL 48 HOURS BEFORE YDU DIG, DRILL, OR BLAST.
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REFER TO SITE DEVELOPMENT
& FINISHING NOTES - SHEET Nl
I-
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i 1
/ /TYPICA L - (N) METAL
/ LANDSCAPE EDGING I
/ AROUND SITE
/ ON LEASE UNE—►1
/
R(N) LANDSCAPING
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6"
6'-0"
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VERIFY LOCATION
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SHELTER
(N) D"
w
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(N) 38'-0" FENCED AREA
r
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WITHIN LEASE AREA 2,DOO.00 SF
ACCESS ROAD 3,874.70 SF
TOTAL 5,874.70 SF
6
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TOWER CENTERLINE
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DETAIL SITE PLAN
SCALE: 1/8"=1'-0"
v
SCALE:
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SITE NOTE:
1. HAND DIG IN AREA SUSPECTED TO CONTAIN
EXISTING GROUNDING CONDUCTORS, GROUND
RODS, CHEMICAL GROUND RODS, GROUND
RODS, POWER/TELCD CABLES OR OTHER
BURIED SITE UTILITIES/ELEMENTS.
2. REPAIR AT NO ADDITIONAL EXPENSE DAMAGE
TO ALL EXISTING SITE ELEMENTS AS REQUIRED
BY THE CONSTRUCTION MANAGER.
ARKANSAS ONE CALL SYSTEM
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
1-800-482-8998
CALL i! HOURS BEFORE YOU DIG, DRILL, OR BLAST.
L
(N) D"
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M
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FIN. WOOD TO MATCH
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NEW IMPERVIOUS GROUND COVER
WITHIN LEASE AREA 2,DOO.00 SF
ACCESS ROAD 3,874.70 SF
TOTAL 5,874.70 SF
6
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TOWER CENTERLINE
S 85'45'39" W 50.00'
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DETAIL SITE PLAN
SCALE: 1/8"=1'-0"
v
SCALE:
B 6 4 2 1 D 4 8
SITE NOTE:
1. HAND DIG IN AREA SUSPECTED TO CONTAIN
EXISTING GROUNDING CONDUCTORS, GROUND
RODS, CHEMICAL GROUND RODS, GROUND
RODS, POWER/TELCD CABLES OR OTHER
BURIED SITE UTILITIES/ELEMENTS.
2. REPAIR AT NO ADDITIONAL EXPENSE DAMAGE
TO ALL EXISTING SITE ELEMENTS AS REQUIRED
BY THE CONSTRUCTION MANAGER.
ARKANSAS ONE CALL SYSTEM
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
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SHEET HISTORY
05.12.06 ISSUE FOR REVIEW
1.
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TYP. CONTI. METAL•"` ' d
LANDSCAPE EDGING jaw
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& FINISHING NOTES -SHEET N1�
yr fr{d P.kk�£ X
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LANDSCAPE EDGING /
/ TYPICAL
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LANDSCAPE PLAN
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KEY TREES COMMON NAME
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KEY SHRUBS COMMON NAME
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LANDSCAPE EDGING
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QUANTFrY
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ADD IN 9" LAYERS. WATER
IN EACH LAYER WITH ROOT
STIMULATOR.
REMOVE ALL WIRE, ROPE,
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PLANTING HOLE. LAY BURLAP
TO SIDES OF HOLE.
FERTILIZER TABLETS
ARKANSAS ONE CALL SYSTEM
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
1-800-482-8998
CALL 4B HDURS BEFORE YOU 00. ORAL OR BLAST.
_ ■�CD
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SHEET TITLE
LANDSCAPE
PLAN
SHEET HISTORY
05.12.06 ISSUE FOR REVIEW
A3
VK055355
/
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REFER TO SITE DEVELOPMENT
& FINISHING NOTES -SHEET N1�
yr fr{d P.kk�£ X
�_TYp. CONTI. METAL /
LANDSCAPE EDGING /
/ TYPICAL
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ROAD
LANDSCAPE PLAN
SCALE: i/B"=1'-D"
NORTH
SCALE
8 6 4 2 0 4 8
KEY TREES COMMON NAME
CE "ULMUS CRASSIFOLIA" CEDAR ELM
KEY SHRUBS COMMON NAME
'I , mhA0i-
q,
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SIZE
2-2 1/2" CAL. SINGLE TRUNK; 11'-13' AGT; 5'-7' SPREAD
SIZE
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:�tN.�S-
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CONTI. METAL
LANDSCAPE EDGING
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LANDSCAPE EDGING
O
I I
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(N) 6'-0" WIDE LANDSCAPE
AREA ALL 4 SIDES OF SITE
WITHIN LEASE AREA
QUANTFrY
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QUANTITY
29
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C%M. METAL
LANDSCAPE EDGING
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PLANTING BED DETAIL
Z
TREE DETAIL
4 SCALE: N.T.S.
REMOVE ALL DAMAGED
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GRADE AT WHICH TREE
GREW IN NURSERY OR
FIELD
4" DEEP SOIL RING
AROUND TREE
PLANTING SOIL AS SPECIFIED
ADD IN 9" LAYERS. WATER
IN EACH LAYER WITH ROOT
STIMULATOR.
REMOVE ALL WIRE, ROPE,
ETC. FROM BALL AND THE
PLANTING HOLE. LAY BURLAP
TO SIDES OF HOLE.
FERTILIZER TABLETS
ARKANSAS ONE CALL SYSTEM
CALL BEFORE YOU DIG
UNDERGROUND UTILITIES
1-800-482-8998
CALL 4B HDURS BEFORE YOU 00. ORAL OR BLAST.
_ ■�CD
L Lf)
SHEET TITLE
LANDSCAPE
PLAN
SHEET HISTORY
05.12.06 ISSUE FOR REVIEW
A3
VK055355
i
(N)
ANTENNA
HEIGHT
NTENNA
NTENNA
TOWER VERIFICATION:
THE GENERAL CONTRACTOR SHALL
VERIFY WITH OWNER, THE TOWER
TYPE AND HEIGHT PRIOR TO ORDERING
OR CONSTRUCTING THE TOWER.
1. THIS ELEVATION IS A GENERALIZATION
OF SITE COMPONENTS AND THEIR
RELATIONSHIPS WITH ONE ANOTHER.
2. SUBCONTRACTOR TO COMPLY WITH
ALL FCC AND FAA REGULATIONS
ON THIS PROJECT.
WOOD
FENCE W/ 3 ST H NRANDS
OF BARBED WIRE
FINISH TO MATCH CHURCH
(N) ICE BRIDGE
TRAPEZE ASSEM
(N) LESSEE
EQUIPMENT
SHELTER
(N) LIGHTNING ROD -
LIGHTNING ROD TO PROVIDE
45 DEGREE CONE OF PROTECTION
OVER ALL EQUIPMENT
(N) ANTENNAS (INSIDE MONOPOLE)
& SUPPORT SYSTEM -
REFER TO RF CONFIGURATION
SHEET FOR ANTENNA MOUNTING
HEIGHTS, MODEL NUMBER,
AZIMUTH, ETC...
REFER STEALTH
TO MANUFACTURER'SWER-
TOWER DESIGN
(N) METER FRAME
W/ METER, DISC.
AND TELCO BOX
STONE
(N) LANDSCAPING
(N} UNDERGROUND LTO ELECT. &
ELECT. & TELCO SERVICE TELCO SOURCE
a)4': --NE ELEVATION
.T.S.
TOP OF TOWER
FOUNDATION
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SHEET HISTORY
05.12.06 ISSUE FOR REVIEW
P-1 A4 I
VK055355
D„
Alpha Sector
see note 1
SEE RF DATA SHEET FOR ANTENNA AZIMUTHS
°3 t
to
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Antenna
Color
mw
FIX D Alpha
Red
1
TX D Alpha
White
1
RX D Beta
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2
TX 0 Bea
White
2
RX 0 Gamma
Red
3
TX 0 Gamma
White
3
VC_�
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FCSX065-I8-2
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TX1 AWDW (WED) MY BE
EMPLDYLr FOR FUME FA WANSIDN
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ANTENNA FEEDER ROUTING
1 SCALE NONE
Webb Surveying, Inc. Land Surveyors
3400 Silverstone Drive Phone: (972) 964-1737
Suite 121 Fa:e (972)S96468
Piano, TX 75023 mallawrablastMryayinn-com
1 A CERTIFICATION
Verizon Wireless
Site: Trinity_Presbyterian AR 165916A
Site Address: Rahling Road, little Rock, AR 72223
CENTER OF PROPOSED TOWER COORDINATES:
NAD27:
LAT 34" 4T 36,8373"
LONG 920 26'22.3170"
REV- 313.4 (AMSL NGVD29)-
NAD83:
LAT 34' 47'37.1653"
LONG 92'26'22.8798"
ELEV. 313.3 (AMSL NAVD88)
This is to certify that the above information meets or exceeds the following accuracy
requirements:
+/-Twenty (20) feet in the Horizontal
+/-Three (3). foot in the Vertical
Registered Professional Land Surveyor
1�~A
Kurds R. Webb
Arkansas Registration No. 1472
Date: November 20, 2005
� D'IA LETTER
—S—'
N.T.S.
(1) TYPICALLY ALL AYTETNNA DIRECTIONS WILL BE SET TO 0, 120' k 240' FROM D. TRUE
NORTH BUT BEFORE THE ANTENNA INSTALLATION IS PERFORMED THIS DIRECTIONAL
INFORMATION MUST BE CHECKED AGAINST THE MOST CURRENT INFORMATION ISSUED BY
THE RF DEPARTMENT BY IMPLEMENTATION.
(DURING FEEDER INSTALLATION ALL FEEDERS WILL BE MARKED WITH VINYL TAPE COLOR
ACCORDING TO THE COLOR CODING CHART OPPOSM THESE BANDS SHOULD
APPEAR AT BOTH ENDS OF THE FEEOER RUN AND BE VISIBLE FROM THE GROUND WITH A
DIRECT AND CLEAR LINE OF SIGHT FROM THE GROUND BOTTOM BANDS TO BE INSTALLED
OUTSIDE of WAVEGUIDE PORT: TOP LANDS TO BE 2' VADE AND BOTTOM BANDS TO BE i'
WIDE
(3) TYPICALLY ONLY THREE (3) ANTENNAS PER SECTDR WILL BE INSTALLED BUT SPACING
ON THE DELTA FRAME SHOULD BE ALLOWED FOR SHOULD THE RF PLAN INDICATE THE
NEED FOR 2nd TX ANTENNA
(4) GPS CABLE ENTRY INTO THE SHELTER WILL BE VIA A SEPARATE PORT ON THE
OPPOSITE SIDE OF THE SHELTER OR HTS ROOM.
Verizon WireTesslSouth Area North Texas RF Engineering
Purpose:
CeII ID:'
Cel] Name:
County:
Address:
CellularMarket
PCS Market:
VzW License:
7.5' USGS map,,
Technical Review RF Addendum
New PCS c --J1 site
165916A
TRi7 = PRESB'f TERUN AR
Pulaski County, AR
4501-A RzLLJ ng Rd, Little Rock, AR 72223
Little Ruck -North Little RockMSA
Little Rock BTA
PCS C1 -block (1982.5-1990,19025-1910)
PINNACLE MOUNTAIN, AR
Iai,Lon,Gnd(NAD27)-, 34-47-36.9 92-26-22.3 313'
Lat,Lon,Gnd(NADB3): 34-47-37-2 92-26-22-9 313'
Survey:
11/18/2005 Webb Surveying, Inc -
MarMUMgda1
11/20/2005 1-A certification
Tower Owner:
Verizon Wireless
Statusrrype:
Pending flagpole w/o flag
Height:
12Tshuchlze;120' overall
FAA Study:
Not required
FCC ASR:
Notrequired
< ----------------------- PCs Arftriras ------------------------ > --- Tower To ATn >
P PS----
Sector
A'z"imdM
A[:L
GvarUtv
MarMUMgda1
Ga1n1H9W'MT
TROT
Runs
DTameler
ManuY/Mode1
Alpha
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115'
1
CSA Wireless
18.50i/657/200
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7/3
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a
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Gamma
24.00
115'
1
18.50i/650/20
00
2
7/8"
None
PCSX065-18-2
TOWAIR results: No airports within 5 miles.
AM Query resuits: KJBN at 13-6 km; no action required.
Notes: WE use a Stealth Concealment Solutions CELL -3C-1 00-30 flagpole which is a 3 -carrier danister, 26.625" in diameter, and
295•' long. Mounting pole will put top of Stealth canister at 120' AGL. Centera6s of the 3 canisters will be 115',105', and
951; maximum antenna size is 12" width, 6" depth, 112" height, 7/8" coax will run directly to the antennas without 1/2"
jumpers.
RF Engineer.David R Mason RF Manager:
J:1NetworklRF Engineeringl5iie Fiesl(MSNRSA foider)l(sitefolder)
Mark Riederer
'Issue Date: 12/19/2005
CONTRACTOR SHALL VERIFY INFORMATIONRF ADDENDUM SHEET
ABOVE BEFORE ORDERING OR INSTALLINGEN
ANTENNAS. SCALE: N.T.S.
SHEET TITLE
ANTENNA DATA,
RF SHEET & 1A LETTER
SHEET HISTORY
05.12.06 ISSUE FOR REVIEW
1.
2.
3.
4.
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05.12.06 ISSUE FOR REVIEW
1.
2.
3.
4.
A5
VK055355