HomeMy WebLinkAboutZ-6042-C MapI\InTF-q
THE CONTRACTOR(S), OR ANYONE USING THESE DOCUMENTS IS ADVISED TO LAYOUT
THEIR WORK AND VERIFY THE ACTUAL FIELD CONDITIONS RELATIVE TO THE DESIGNS
SHOWN ON THE DRAWINGS. ANY DISCREPANCIES ENCOUNTERED THAT WOULD AFFECT
THE PROPER INSTALLATION OF CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL
BE REPORTED TO THE OWNER AND/OR ENGINEER IN ORDER TO ALLOW FOR NECESSARY
ADJUSTMENTS IN THE PLANS.
THE CONTRACTOR SHALL LAYOUT IN THE FIELD ALL THE ELEMENTS OF THE
IMPROVEMENTS PRIOR TO AND WELL AHEAD OF CONSTRUCTION TO INSURE THAT NO
CONFLICTS EXIST BETWEEN ANY UNDERGROUND SERVICE UTILITIES OR DRAIN LINES,
INCLUDING, MINIMUM DEPTHS BELOW FINISHED SURFACES, THE SURFACE ELEVATIONS OF
ALL MANHOLES AND CATCH BASINS RELATIVE TO FINISHED GRADES. ANY PLAN
DISCREPANCIES ENCOUNTERED SHALL BE REPORTED TO THE OWNER AND/OR ENGINEER
IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS IN THE PLANS.
THE CONTRACTOR(S) SHALL MAINTAIN ACCURATE AND LEGIBLE RECORDS OF ALL
INSTALLATIONS AND DELIVER THE SAME TO THE OWNER IN A FORM ADEQUATE TO
READILY TRANSFER THE DATA DIRECTLY TO RECORD (-AS BUILT") DRAWINGS AS
REQUIRED BY THE REVIEWING AGENCIES. THE FORM AND ADEQUACY OF THESE
RECORDS ARE SUBJECT TO THE APPROVAL OF RECIPIENT.
ENGINEER'S APPROVA :
X
cricVet
communications
6655 S. LEWIS AVE.
SUITE 200
TULSA, OK 74136
CRICKET ARKANSAS PROPERTY COMPANY,
A DELAWARE CORPORATION
Al PREPARED BY:
pw..It
iti i75T ij`i 4 RIVER BEND PLACE
M'"•r • Y;,a,T;I)fj SUITE 210
JACKSON, MISSISSIPPI 39232
$—� PHONE: (601) 936-7228
CRICKET APPROVALS
I NAME I DATE I
RF:
PROPERTY TOWER OWNER:
SITE ACQUISITION:
CONSTRUCTION MANAGER:
NO I DATE I REVISION
A 1 8/16/02 1 ISSUED FOR ZONING
SITE NAME: COLONEL GLENN
SITE NUMBER: LIT -053
10920 COLONEL GLENN ROAD
LITTLE ROCK, AR 72204
criclet
communications
6655 S. LEWIS AVE.
SUITE 200
TULSA, OK 74136
PROJECT:
COLONEL GLENN
10920 COLONEL GLENN ROAD
LITTLE ROCK, AR 72204
PECIFICATIONS LIST
TANDINC DETAILS
VICINITY MAP
DIRECTIONS:
FROM THE INTERSECTION OF 1-30 & 1-430 IN ARKNSAS, TAKE
1-30 NORTH. TAKE EXIT 4 AND GO RIGHT (EAST) ON HWY. 27
(COLONEL GLEN RD). CO APPROX. 0.1 MILE AND TURN LEFT ONTO
ACCESS ROAD, TRAVEL APPROX. 0.3 DILE AND THE TOWER 1S ON
THE LEFT.
INDEX OF SHEETS:
TI.....................
COVER SHEET
SURVEY
C-1 ..................
SITE PLAN
C-2..................SITE
LAYOUT
A-1...................TOWER
ELEVATIONS
IPBS&J JOB#
270700.09
jDRAWING# I
` 270700.09-T1.DWG
SHEET#
T -I
2' 4'
A S'
m �
EXISTING WATER TANK
R=150.78'
L=60.25'
A=22'53'46"
T=30.53'
CB=S 63'11'28" W
CD=59.85'
P.O.E. EASEMENT
EXISTING PARENT TRACT (200') EXISTING GATE
� � 199.84'
WR.640wr- -
• EXISTING
`19?1 POWER BOX
S yg$ h0
EXISTING EQUIPMENT
IP CENTERLINE OF `
' EXISTING MONOPOLE
r
EXISTING �� f
FENCE
■ , oJt,.--EXISTING 10" OAK
N 457'25" E
20.00'
S p a 1 \ NEW CRICKET H-
/ FRAME RACK
� FF + fi07
�O 1
EXISTING 9' WIDE
GRAVEL DRIVE
1
P.O.C.=SW CORNER OF THE SE 1/4 OF Ln\\
SE 1/4 OF SECTION 16. T 1 N. R 13 W, o v T CM
PULASKI CO.. ARKANSAS AS PER mU �^
DB 1234. P 367 O N N
162.94'
S 8624'10" E '
ENGFNEER'S APPROVAL: SOUTH LINE OF SECTION 16
1) rise' S 70" E
35.90'.90'
r5i
o'o�f - +1
R=286.48'
L=82.97'
A=16'35' 38"
T=41.78'
CB=S 60'02'27" W
CD=82.68'
S 68'20'15" W
162.49' R=204.18'
r J L=304.94'
A=85'34'14"
T=188.98'
CB=N 68"52'40" W
'o 1� CD=277.38'
S 51'44'39" W
92.55'
NEW CRICKET COAX ICE
' BRIDGE PIER (TYP 4p7
NEW CRICKET COAX
` ICE BRIDGE 403
S-3
S 85'02'35" E 16.00'
EXISTING 12" OAK
NEW 16'x20' CRJCK'T
LEASE AREA
C2.1
IS 4'57'15" W 20.00'
EXISTING 12" PINE (TO BE REMOVED)
I CRICKET 16'x20' LEASE AREA
INCORPORATES 0.007
ACt 320 SO. FT.
�w
OP.O.B. CRICKET LEASE AREA
O 1ry=n
.P Q�P't
�1vz w NEW CRICKET
+a" {" EQUIPMENT FOUNDATION 405
1 S-2
IN 85'02'35" W 16.00'
I
I
I
- EXISTING 20' ACCESS
AND UTILITY EASEMENT '
TOWER BASE
(PER NORTH AMERICAN DATUM OF 1983)
CENTERLINE OF PROPOSED
150' MONOPOLE TOWER
LATITUDE
LONGITUDE
ELEVATION
(NAVD 88)
34'42'54.01" N
1 92'23'56.89" W
1 460.5'
�tcNy�
NOTES
1. THE PROPOSED USE WILL NOT REQUIRE FULL TIME OR PART TIME
EMPLOYEES AT THE SITE.
2. ALL OF IHE PROPOSED ITEM'S FOR CRICKET'S INSTALLATION
SHALL BE FURNISHED. INSTALLATION OF SUCH ITEMS AND MATERIAL
SHALL BE PERFORMER IN ACCORDANCE WITH CRICKET CONSTRUCTION
REQUIREMENTS AND SPECIFICATIONS.
3. FOR SITE WORK GENERAL NOTES: SEE THE FOLLOWING:
"SITE WORK AND DRAINAGE" SHEET GN -1
"SITE WORK GENERAL NOTES" SHEET C-2
4. FOR CONCRETE GENERAL NOTES SEE THE FOLLOWING:
"CONCRETE" SHEET GN -2 , '
5. FOR STRUCTURAL STEEL GENERAL NOTES SEE THE FOLLOWING:
METALS SHEET GN -3
TOWER MANUFACTURER DRAWINGS
6. FOR ELECTRICAL NOTES AND SYMBOLS SEE THE FOLLOWING:
SHEET GN -4
SHEET E- 1
7. FOR GROUNDING NOTES AND SYMBOLS SEE THE FOLLOWING:
SHEET GN -4
SHEET E-4
8. SURVEY INFORMATION THIS SHEET IS FOR REFERENCE PURPOSES
ONLY. THE SURVEY AS SPECIFIED ON TITLE SHEET SHALL GOVERN
IF THERE ARE DISCREPANCIES.
9. N/A
10. N/A
11. CONTRACTOR MUST EXERGI5E EXTREME CAUTION WHEN WORKING
AROUND OR NEAR THE EXISTING UNDERGROUND SANITARY SEWER
LINES. CLEAN OUTS, GAS LINES, DRAINAGE PIPES. AND ANY OTHER
ITEMS LOCATED BY THE LOCAL UTILITY COMPANIES.
0 30 60 SCALE. f"=30'
THIS DOCUMENT, AND THE INFORMATION THEREIN,
IS PROPRIETARY AND IS THE PROPERTY OF PSS&J.
THIS DOCUMENT IS NOT TO BE USED OR REPRODUCED
WITHOUT THE WRITTEN PERMISSION OF ABS&J.
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DESIGNED BY: DRB
DRAWN BY: JLH
APPROVED BY:RCS
DATE: 8/16/02
JOB NO: 270700.09
2• 4"
EXISTING GROUND ACCESS
(TYP 2 PLCS)
EXISTING EQUIPMENT
CENTERLINE OF
EXISTING MONOPOLE
frr
EXISTING 9' WIDE •
GRAVEL DRIVE � r!
r /
r •
r •
,r r
•
i
Rb G N 'R'S APPROVAL:
0q
/ F
/ r
/
/
F /
/
/
EDGE OF EXISTING GRAVEL
EXISTING CHAINLINK FENCE
NEW CR#CKFT 34' COAX
ICE BRIDGE 4D3
S-3
NEW CRICKET COAX ICE
BRIDGE PIER (TYP) 407
S-3
EXISTING 12" OAK
NEW 16'x20' CRICKET
LEASE AREA
cz.1
EXISTING 12" PINE (TO BE REMOVED)
NEW CRICKET
EQUIPMENT FOUNDATION 405
SITE WORM GENERAL NOTES
1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES (3) THREE
DAYS PRIOR TO THE START OF CONSTRUCTION, AND CONTRACTOR SHALL
COMPLETE THE "REQUIRED LOCATION REQUEST INFORMATION Box" ON SHEET
LN --1.
2. ALL EXISTING ACTNE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES
WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND
WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE
RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED
BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR
UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING
CREW. THIS SHALL INCLUDE (BUT NOT LIMITED) TO THE FOLLOWING -
A) FALL PROTECTION
B) CONFINED SPACE
C) ELECTRICAL SAFETY
D) TRENCHING AND EXCAVATION
3. ALL SITE WORK SHALL BE CONDUCTED AS INDICATED IN THE PLAN
ASSEMBLEY AND AS STIPULATED IN THE SBA AND CRICKET CONSTRUCTION
MANUALS.
4. ANY RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALLY PERMISSIABLE
MANNER.
5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY
FROM THE EQUIPMENT AND TOWER AREAS.
6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.
FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR
EMBANKMENT.
7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
B. SUBJECT TO THE APPROVAL OF ENGINEER, OWNER AND/QR LOCAL UTILITIES,
ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTIUPES,
WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED
AND/OR CAPPED. PLUGGED AND ABANDONED OR OTHERWISE DISCONNECTED AT
POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK.
9. ALL AREAS DISTURBED BY THE WORK AND WHICH ARE NOT COVERED BY
BUILDINGS, FOUNDATIONS, TOWER, CONCRETE OR GRAVEL, SHALL BE GRADED TO
A.UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS
SPECIFIED IN THE SBA CONSTRUCTION MANUAL. AND SPECIFICATIONS.
10• CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING
CONSTRUCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING
CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR
EROSION AND SEDIMENT CONTROL
0 5 ! 0 SCALE: 1'=5'
THIS DOCUMENT, AND THE INFORMATION THEREIN,
IS PROPRIETARY AND IS THE PROPERTY OF PBS&J,
THIS DOCUMENT IS NOT TO BE USED OR REPRODUCED
WITHOUT THE WRITTEN PERMISSION OF PBS&J.
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DESIGNED BY: DRB
DRAWN BY: JLH
APPROM) BY. -RCS
DATE 8/18/02
JOB No- 270700.09
Let !35 4'42'54.01?!
Lonq; 92'23'55.89"W
fScr. 450.5
op
� l7.lond pan em
NOTM
1. BASi5 OF BFi1flINGSc STATE BANE COORDINATES
ARKANSAS SDIR'H ZONE F7AD 83.
2. AS PER THE NATIONAL FLOOD INSURANCE PROCRM-
DATE.0-19 01. WaJECf PROPERTY DOES NW LIE
IN A SPECIAL FLOOD HAZARD 2'ONL
E1115f1NG PARENT TRACT
Cricket Arkansas Pfoperty CofW;-Y,
A Ddxw= or luosl
\ I
I
leer !2007
IRON PIPE FOUND
1/2' REBAR SET
1
I
IMF
CONCRETE MONUWE?IT FOUND
CALCULATED PONT-NOT MONUMENEED
POINT OF ENDING
00 s+F
I
P.O.E.
`
I
P.O.C.
PONT OF COMMENCEMENT
l5
TANK
P.O.B.
�
1
HIS OBSERVATION APRT (TYF)
P.
R.O W.
PIAT
® Os
•
MONOPOLE feLHE OF VaST04
IIOHO
M.B.L
MIWMUM BUILDING LINE
5"01 -OW O
L''LD
—tl—
N
FENCE LINE
UTILITY POLE W/ GUY WIRE
OtLC S 86'24 10` E `
SOUTH TWE OF SEC" 16
jG 42 W
1 _
UIXfTY POLE W/0 GLTV WIRE
'
POWER LINE
EO TING
xascm
SPOT ELEVATION
.`1
tl'312'36' W
s r 1
1 .
F]WNG 9' WIDE
I
�L0 \'
i
P
G W Y
P •
P.O. t• CORN TiiE SE 1 4
`�' ..�
R 13 W. PULASKI OD- ARKANSAS \
As PER DB 1234 P 387 1
I
�Ix
iEGM
Cricket Arkansas Pfoperty CofW;-Y,
A Ddxw= or luosl
\ I
I
• rF
.IIs6
IRON PIPE FOUND
1/2' REBAR SET
1
I
. eaF
. cALc
CONCRETE MONUWE?IT FOUND
CALCULATED PONT-NOT MONUMENEED
POINT OF ENDING
00 s+F
I
P.O.E.
`
I
P.O.C.
PONT OF COMMENCEMENT
P.O.B.
POINT OF BEGINNING
CALL
/WA
R.O W.
PIAT
® Os
M.B.L
MIWMUM BUILDING LINE
—tl—
N
FENCE LINE
UTILITY POLE W/ GUY WIRE
OtLC S 86'24 10` E `
SOUTH TWE OF SEC" 16
1 _
UIXfTY POLE W/0 GLTV WIRE
POWER LINE
.fi8.B61
xascm
SPOT ELEVATION
W
1'28' W
4 CB=N 68'5Y4O' W
— CD=277.38'
\
EASEMENT ,.�■'
tq p ■ tel leu �■
REVISED 8-18--02
2—C INFORMATION
This is to certiry that the center of the base of a proposed tD:rer
the subject Ste has the fallowing geographic location within 2-C tolerance.
Latitude & Longitude
Latitude: 34'42'54.01 N
Longitude 9T23'56.89' W
Elevation: 460.5 (kAYD .EM
AR Reg No. 1188
2728 Lurteen Wallace Blvd.
POSY, f
Cricket Arkansas Pfoperty CofW;-Y,
A Ddxw= or luosl
SITE NAME COL GLENN
a ttrvnbe.d Pl.a sine no
J..k, 4 MS 39232
S1TE NUMBER I1f-053
PBS&) =NAME CR1CKEl/C0LG1xM/AR
Put of the SE 1/4 of die SE 1/4
] PROJECT' NUMBER 270700.09
i
n l T 1 N. R 13 W
T11ITAC1C1 f.L111lSCY. ARKANSAS
Herndon, Hicks & Associates, Inc.
®2728 Lumen Vltllace BOldetrJd 205 East 44ashinglall Sheet
P.O.
P.Q. Box 308 P.O. 9=447
Northport, Alabama 35475 Demopolis. Alabama 36732
(265) 3334xm (339) 2Bsam
Mid work 0=0Z
mem smil 11 f.
-SUBR
ACAO PS1e 02x8-t110.171G
COLO Ili1r x'108-419_G'RD
Job No. 0208-019
$Dmvn BY eels _
Apprumd H7 RE —
Sheet 1 of 2
MWE, 7rws 6 A aEY5 INX,
FUR EIVA11Wi FUMUS
WtY, a 15 kaT err JCrUA
DWMa of M 1owm As
R APPEARS.
LIGHTN94G ROD
ELEV-614-1
=608.3
TOM PROFLE
7a SCA10
2-C INFORMATION
This is to certify that the center of the base of a proposed tower Eying «r
the subject site has the following geographic location within 2-C tolerance,
Latitude R Longitude
Latitude: 34'42'54.01' N
Longitude 9723'56.89' W
Elevation: 460.5 (146103b
Thomas W. Brooks. Jr.. LS
AR Reg. No. 1188
2728 Wallace Blvd.
Northport AL 35476
Telephone_ (205) 333-DO03
PBS&�
4ltivatmd I'I,rs Some 210
vf�
517E NAME CAL GIENN
Jason, MS 39232
STATE OF ARKANSAS
POS&) Si•Tf3 NAME CRICKFr/COLGLENN/AR
Panofd,e 1/4ofdhe 1/4
P1�chrl PROJECT' NUMBER: 270700.09
Sezion 16,T1N,R13W
PUT- Sfa COUNTY. ARKANSAS
COUNTY OF PULASKI
16' x 20' CRICKET LEASE AREA
I L ,
Part of the aauthsxist quarter of the southeast quarter of Seclfon 76, Township 1 North, Range 13
West. Puloskl County. Arkarwoa, and being mare particulorty, desrnbcd os followr.
�O 1
Commence at the southwest comer of the southeast quarter of the southeast quarter of Section
16; thence run South 86 degrees, 24 minutes, 10 seconds East and along the south One of said
section 198.84 feet; thence nun North 4 degrees, 58 minutes, 22 seconds East 306.04 feet to a
12 36 West 7.38 feet to
1,
rebor found; thence run North 85 degrees. minutes. seconds a copped
rebor the Point Beginning; thence run South 4 degrees, 58 minutes, 22 seconds East
L ,
set at of
20.00 feet to a )4' capped rebor set; thence nm North 85 degrees, 12 minutes. 38 seconds West
16,00 feet to a jJ' capped rabar ae1: thence run North 4 degretw, 58 mirutcs, 22 accords West
20-00 feet; thenen run South 85 degree, 12 minutes, 36 x nds East 16-00 feat to tha Point a
Beginning.
g +,
Said tease area containing 0.007 acres. or 320 square feet, more or less.
AND UTILITY
20' ACCESS AND UTILITY EASEMENT
\ L ENI
1
A 20 accuse and uLTrly eoserner,t lying in and running across part of the southeast quarter of the
1, 1
southeast quarter of Section 16 and part of the northeast quarter of the northeast quarter of
Section 21, all lying in Township 1 North, Rogge 13 West. Pulaski County, Arkansas, and being
_
measured 10 feet either side of the following described centerline:
_�„� SECTION 16
NORiH LINE OFA L -�
Cf10N 21 �- - - -
kE CORNER of SECIIDN 21.
,,,1 T 1 t1. R 13 W, PULASKi CO.
ARKANSAS
Commence a 2' iron pipe found of the northeast comer of Section 21; thence run South 2
degrees. 21 minutes. 59 seconds West and along the east Ilne of said section 518.87 feet;thence
L 1
`-
d�5T 4B" - - - - - - -
run North 81 degrees. 01 minutes. 21 seconds Wcat 29.98 Tet{ to the Paint of Beginning, thence
feet:
IX1517k0 GRAVEL RLV+O
T�54.5."
CSN 544
_ - �
r,uh North 2 degrees. 23 minute% 16 occonds East 464.12 thenen run nartheastwardly along
�a to the left. sold verve having o qua of 300-00 fret, running a chord bearing of North 13
C� 95.81'
curve
degrees. 51 34 West for dls,Wnce 167.87 feet; thence run
'f
minutes, seconds a ehprd of
noitheostwordly and along a curve to the left, sold curve homing a radius of 98.00 feet running a
1
chard bearing of Nath 56 degrees. 42 minutes. 21 seconds West for a chard drstaneo of 96.77
reel• thence run North 83 degrees, 20 minutes. 19 seconds Wast 59.37 feet; !hence run
_
rn"b ostwurdly along o curve to the right, sold curve having a mdha of 100.00 feet, running a
-
chord.bearing of North 54 degrees. 42 minutes. 57 seconds West for a chord distance of 95.81
q
fact; thence run North 26 degrees. 05 mnute% 35 s=econds West 290.84 feet; thence run
-
= 1
nerthwestwardly and a" a curve to the k t, said curve having a radius of 204.18 feet„ running a
T `
1
o
I
chord bearing of North 68 degree 52 "nulea. 40 cwrds West for a chord distance of 277.38
15
xfeet; thence
South 68 degrees, 20 West 162.49 feet; thence run
run minutes, seconds
1
soulhwntwurdly along a curve to the lnf% said curve having a radius of 286.48 feet running a
chard gearing of South 60 degrees, 02 rninutes. 27 seconds West fora chard dtslence ai 82.68
•
IL91.05
o 1
feet: thence ran South 51 degrees. 44 mUuhtes. 39 seconds West 92.55 feet thence run
d=53'13.55'
7e 49.11'
m
, 7 1
souUnreotwordly and along a cwve to the right. sold curve having a radius of 150.78 feet, run"
a chord bearing of 63 degrees. 11 minules, 28 seconds West for a chord dMooce of 59.85 feet to
LL�O--385 2�7-H1
1 21
the Point of Ending.
j I
I hereby certify that all parts of this survey and drawing have been rompkted in accordance with
\ 1
the current requirementsos of the Standards of Practice for Surveying in the State of Arkonsto
/
1, 1
the best of my knowledge. irrdopnyxrt'iioon and belielf.
Witness mry 1a the _ day of G� 2002.
L=170.14 _
CO 1167 8T •34 W
ium W. - Jr. LS ~ - .•:,
i I
Ar Reg. No. 1& 1110.mok,
'.
I sin
.-.
/
/
'
- - - - - -
- - - - - - - - - -
II
!
]I�ii"
- -
-1
i.
A.
�Q
PIPE FOUND
•PF
mss
11%2 RESAR SET
k 2,23'1 u" E
1r
pall
MONUMENT FOUND
I
�UMENIED
f I
P.O.E.
POINT OF ENDING
I
P.O.C.
POINT OF COMMENCEMENT
1 I 1
P.O.B.
POINT OF BEGINNING
1
( )
DEED and/or PLAT Goll.
1
R.O.W.
RIGFR-OF-WAY
1
M.B.L.
-�
VI
MINIMUM BUILDING LINE
FENCE LINE
UTILITY POLE W/ WY WIRE
P.Q. . ACCESS
1
1
1 1 1 R 8L'p1 21' til
/
UTILITY POLE W/0 CxSY N7RE
POWER LINE
POWER
AND ill!
EASEMENT
arc
'm P e hoe m sin
xe"
v
SPOT ELEVATION
MWE, 7rws 6 A aEY5 INX,
FUR EIVA11Wi FUMUS
WtY, a 15 kaT err JCrUA
DWMa of M 1owm As
R APPEARS.
LIGHTN94G ROD
ELEV-614-1
=608.3
TOM PROFLE
7a SCA10
2-C INFORMATION
This is to certify that the center of the base of a proposed tower Eying «r
the subject site has the following geographic location within 2-C tolerance,
Latitude R Longitude
Latitude: 34'42'54.01' N
Longitude 9723'56.89' W
Elevation: 460.5 (146103b
Thomas W. Brooks. Jr.. LS
AR Reg. No. 1188
2728 Wallace Blvd.
Northport AL 35476
Telephone_ (205) 333-DO03
PBS&�
4ltivatmd I'I,rs Some 210
C6cket Ams Rrop ter
A Delaware Coniomborl
517E NAME CAL GIENN
Jason, MS 39232
ST1E D7UbBFR I1T-053
POS&) Si•Tf3 NAME CRICKFr/COLGLENN/AR
Panofd,e 1/4ofdhe 1/4
P1�chrl PROJECT' NUMBER: 270700.09
Sezion 16,T1N,R13W
PUT- Sfa COUNTY. ARKANSAS
Herndon, Hicks & Associates, Inc.
® 2128 LLLEt Ecce 8ouie card 205 East Washington Street
P -O- Baxox 508 568 P.O. Box 447
Northport, Xftbenre 35473 Demopolis, Alabama 36732
373-00
(205) 03 (334) 289-3020
I3eId •ort 8-Q2 Scum
shiner rnha .Aa=ElVAL- Date
Mid Book wain - - S�`- - - -
ACAD 1'LLR. GO 630 C� Duma M - -
COlair gpra0. By - - -
Job No. 0208-019 Sheet 2 of 2
ENGINEER'S APPROVAL:
SIDE PROFILE
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DESIGNED BY: DRB
DRAWN BY: JLN
APPROVED BY:RGS
DAIS 8/16/02
JOB No: 270700.09