HomeMy WebLinkAboutZ-6194-C Map/
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NEW TENANT 10' X 4'
GENERATOR LEASE AREA
NEW TENANT 12' X 16'
SHELTER
NEW TENANT 12' X 16' -
SHELTER LEASE AREA
THIS SECTION OF EXISTING
WOOD FENCE TO BE
REMOVED.
NEW WOOD FENCE TO --
MATCH EXISTING.
NEW OR RELOCATED
LANDSCAPE SHRUBS
AS REQUIRED (TYP)
NEW TOWER COMPANY
LEASE AREA
NEW TOWER COMPANY
LANDSCAPE LEASE
AREA
v
4.
� I
' Irl t y
EXISTING LANDSCAPE
SHRUBS TO BE RELOCATED
AND/OR REPLACED (TYP)
2'-9'
i
w
TENANT COAX TO RUN INSIDE—
OF EXISTING MONOPOLE
EXISTING 150' MONOPOLE
LAT: 34' 42' 46.203'
LON: —92' 21' 50.206"
ELEV: 329.2' AMSL
SITE LAYOUT PLAN
SCALE: 1/4' = 1'—O"
EXISTING UTILITY RACK (TYP)
EXISTING CONCRETE SLAB
EST. NORTH�C
ir m
W E
S
42SO43
M
THIS PLAN IS BASED ON A SURVEY BY SMW
ENGINEERING GROUP, INC. DATED 08/17/04.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
VER/ZONWIRELESS
TENNESSEE PARTNERSf 11P
500 WEST DOVE ROAD
SOUTHLAKE, TX 76092
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: SEW
CHECKED BY: JOH
APPROVED BY: MDB
IPHTJFESSIONAL ENGINEER I
PROFESSIONAL ENGINEER Na:
ElEr
.i....: w..sAc.�r
IIr1C.
EXCELL COMMUNICATION, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0190
FAX: 205.956.2632
ROSEDALE_AR
165772
LITTLE ROCK BTA
srrF ADDREss
7825-D W 44TH ST
LITTLE ROCK, AR 72204
SHEEITnu
SITE LAYOUT
PLAN
SHEET NUMBER
05
I � N
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i
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�
,
r I
r
ioll
l
1'
4 _3" �~
'
r� `1
�
,
! J
1
EXISTING LANDSCAPE
SHRUBS TO BE RELOCATED
AND/OR REPLACED (TYP)
2'-9'
i
w
TENANT COAX TO RUN INSIDE—
OF EXISTING MONOPOLE
EXISTING 150' MONOPOLE
LAT: 34' 42' 46.203'
LON: —92' 21' 50.206"
ELEV: 329.2' AMSL
SITE LAYOUT PLAN
SCALE: 1/4' = 1'—O"
EXISTING UTILITY RACK (TYP)
EXISTING CONCRETE SLAB
EST. NORTH�C
ir m
W E
S
42SO43
M
THIS PLAN IS BASED ON A SURVEY BY SMW
ENGINEERING GROUP, INC. DATED 08/17/04.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
VER/ZONWIRELESS
TENNESSEE PARTNERSf 11P
500 WEST DOVE ROAD
SOUTHLAKE, TX 76092
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: SEW
CHECKED BY: JOH
APPROVED BY: MDB
IPHTJFESSIONAL ENGINEER I
PROFESSIONAL ENGINEER Na:
ElEr
.i....: w..sAc.�r
IIr1C.
EXCELL COMMUNICATION, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0190
FAX: 205.956.2632
ROSEDALE_AR
165772
LITTLE ROCK BTA
srrF ADDREss
7825-D W 44TH ST
LITTLE ROCK, AR 72204
SHEEITnu
SITE LAYOUT
PLAN
SHEET NUMBER
05
NEW TENANT 10' X 4' —
GENERATOR LEASE AREA
NEW TENANT 12' X 16'—
SHELTER
NEW TENANT 12' X 16'
SHELTER LEASE AREA
THIS SECTION OF EXISTING
WOOD FENCE TO BE
REMOVED.
NEW WOOD FENCE TO
MATCH EXISTING.
NEW OR RELOCATED—
LANDSCAPE SHRUBS
AS REQUIRED (TYP)
NEW TOWER COMPANY
LEASE AREA
NEW TOWER COMPANY
LANDSCAPE LEASE
AREA
I It
Ir
i J I{5
, l
c
, 1
r —T'_ A r 1'
1 i %�
m
EXISTING LANDSCAPE ----I
SHRUBS TO BE RELOCATED
AND/OR REPLACED (TYP)
TENANT COAX TO RUN INSIDE --
OF EXISTING MONOPOLE
EXISTING 150' MONOPOLE
LAT: 34. 42' 46.203"
LON: —92' 21' 50.206"
ELEV: 329.2' AMSL
SITE LAYOUT PLAN
SCALE: 1/4" = 1'—O"
\
/
/
/
/
— — I
II
I
I
I J
II
II
I
II
I
EXISTING UTILITY RACK (TYP)
EXISTING CONCRETE SLAB
EST, N4�EfIC
1.82'
C
to
W E
S
i�`�f,�'''• D Ex�,••,f'fi
r
i �f-"D
116 R`
�z-60 4(3
f
THIS PLAN IS BASED ON A SURVEY BY SMW
ENGINEERING GROUP, INC. DATED 08/17/04.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
VER/ZONWIRELESS
TENNESSEEPARTNERSH/P
500 WEST DOVE ROAD
SOUTHLAKE, TX 76092
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: SEW
CHECKED BY: JOH
APPROVED BY: MOB
PROFESSIONAL ENGINEER
PROFESSIONAL ENGINEER No:
iFIC.
EXCELL COMMUNICATION, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0198
FAX: 205.956.2632
ROSEDALE_AR
165772
LITTLE ROCK BTA
SfiE ADDRESS
7825-D W 44TH ST
LITTLE ROCK, AR 72204
[- SNEETTRLE
SITE LAYOUT
PLAN
SHEET NUMBER
05
0
z
W
W
z
0
z
W
W
N
J
z
Z
0
w
z
9
v
TOWER t
NEW LESSEE ICE
BRIDGE
NEW LESSEE
SHELTER
TOWER ELEVATI�IV
DETAILNTS
1
EXISTING ANTENNAS
O 145.2' CENTERUNE
EX'H NG ANTENNAS
0 12,5.1' CENTERUNE
EXISTING 141.9'
MONOPOLE
BY ANDREW
CORPORATION
392.2' AMSL
LESSEE
ON RX1
MOUNTANTENNAS
NEW O
•
r 12
=�:■
r+,
FUTURE LESSEE •'•
ANTENNA (TYP)
•
•111N1[[[f[�llll•1[ll[I[Il��lllll
'111l11!!1lllll�llllllllllllll�'
DasnNG 140'
�ilflfflll llllllljill'
MONOPOLE
I
O.1TI1■
.
0
GPS ANTENNA
DETAI
DETAIL 2
NTS
CPS ANTENNA
1-1/4'
GALVANIZED
PIPE
RXO//TTXO
V
TWO ANTENNAS PER _SECID
WER UNTIN
PLAN VIEW
SECTION A
1' - 1'-0"
CABLE BRIDGE
SUPPORT
H= GPS ANTENNA
SHALL BE MOUNTED ON
ICE BRIDGE POST
NEAREST TO SHELTER
EST. NOM GNNETIC
1.877:
C
12' LAW PROFILE W E
CD—LOCATION KR VALMONT
PIROD PART) B2937, OR
APPROVED EQUIVALENT, S
PROVIDED BY CONTRACTOR
NOTES
I. ALL AZIMUTHS ARE
REFERENCED FROM
TRUE NORTH
2. ANTENNA MOUNTS
SHALL BE
INSTALLED PER
MANUFACTURER'S
RECOMMENDATIONS
ANTENNA do COAX ROUTING SHALL COMPLY WITH THE
REQUIREMENTS OF THE STRUCTURAL ANALYSIS PERFORMED ON
THIS TOWER BY SEMAAN ENGINEERING SOLUTIONS — LATEST
REVISION
I/ER/ZONW/RELESS
TFNNESSEMARTNE NIAP
500 DOVE OAD
uTH�LAIM'TX 72
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION _
PROJECT NO:
DRAWN BY: SEW
CHECKED BY: JOH
APPROVED BY: MDB
1� t
jARKANSAS
RECD I I_?E
PROFESBEO14AL
ENGINEER
TOWER
ELEVATION &
ANTENNA MOUNTING
06
w
EST. NOR I
/ 1
/ P
W E
S oN5• l / 1 ti
pry / j 3'+ lk
f
Ile
� 4l4
ONe r
l c�
, r _
EXISTING 15'1
WIDE UTILITY ~� 1 1`
RIGHT—OF—WAY
1 I J
INSTALL 2' MIN.
LAYER CLEAN u
PINESTRAW LESSEE
MULCH (TYP) , °: ' ` 12' X 16'
INSTALL NEW 7 GAL. j i SHELTER
LEYLAND CYPRESS AT 1 T 33
4'-6' O.C., MIN. 5' ;
TALL WHEN PLANTED. 1 ,�
SEE PLANT LIST
TABLE do TREE `y
PLANTING DETAIL
THIS SHEET I1
1 r r
r
THIS SECTION OF EXISTING ti cc)
WOOD FENCE TO BE , �r
REMOVED. r
t J
NEW WOOD FENCE ll)
MATCH EXISTING. 9'�7
NEW TOWER COMPANY
LEASE AREA
NEW TOWER COMPANY
LANDSCAPE EASEMENT
AREA
THIS PLAN IS BASED ON A SURVEY BY SMW
ENGINEERING GROUP DATED 08/17/04 AND
STAMPED 10/20/04. CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO COMMENCEMENT OF
CONSTRunoN.
EXISTING LANDSCAPE
SHRUBS TO BE REPLACED
(TYP)
/
/
/
/
/
I
1 /•
I /
/
/
1 /
1 / / 11111 25' WIDE
L ACCESS/UTILITY
�l ErtiSEMEn[�
SITE LANDSCAPE PLAN
SCALE: 1/4" - 1'-0'
0
1
EXISTING 140' \
MONOPOLE °sq
o=
i
4' TALL, 36" DIAMETER EARTH SAUCER
TO RETAIN MULCH. 3" DEEP LAYER
SHREDDED BARK MULCH AROUND TREES
REMOVE ROOT BALL FROM
FIRM TO PREVENT SETTLEMENT
TOPSOIL MIXTURE TAMPED
TTn.
DSCARIFY SIDES BALLFIRM TO PREVENT SETTLEMENT
BEFORE PLANTING 5 TIMES 5X
ROOTT3lU.L
TREE PL6NTING QUAIL
PLANTING- Ll
QUANTITY
SCIENTIFIC
E
COMMON MATURE SE
NAME
15
"CUPRESSOCYPARIS LEYLANDII'
LEYLAND CYPRESS 25 FT x 10 FT
PINESTRAW MULCH — 2' SETTLED LAYERS OF CLEAN STRAW
GENERAL PLANTING NOTES:
1. ALL PLAITS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
2. ALL PLANTS MUST BE CONTAINER—GROWN OR BALLED AND BURLAPPED AS SPECIFIED.
3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS
SPECIFIED.
4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING,
AND AFTER INSTALLATION.
5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW
AS SPECIFIED.
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK.
7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT
NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS
UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE.
S. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT
THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED.
9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND
MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD.
10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT
MATERIAL PRIOR INSTALLATION.
11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR
TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION.
12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE
OF THE WORK) SHALL BE PROMPTLY REMOVEO FROM THE SITE AND REPLACED WITH MATERIAL- OF THE
SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS.
13. STANDARDS SET FORTH IN 'AMERCM STANDARD FOR NURSERY STOCK", LATEST EDITION,
REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONST111.11 MINIMUM QUALITY REQUIREMENTS
FOR PLANT MATERIAL
14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING.
15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSLEY VEGETATED
OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST
APPROVAL.
16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT.
VER/ZONWRELESS
TENNESSEEPARINERSHIP
SW WEST DOVE ROAD
SOUTHLAKE, TX 76092
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: SEW
CHECKED BY: JOH
APPROVED BY: MDB
1 61 ISSUED FOR CONST
0 11AVDA ISSUED FOR REVIEW
REV I DATE I OMWIPTM
PROFiwSLj+IG INt=EFT
so
REG; -cREr �
PR O-_ SIONAL
Etti-IPC R
�3!, 4J t
Iry 11
n�
EXCELL COMMUNICATION, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.11M.0196
FAX: 205.956.2632
ROSEDALE AR
165772
LITTLE ROCK BTA
SREADDRESS
7825-D W 44TH ST
LITTLE ROCK, AR 72204
al,�r Trr�
SITE LANDSCAPE
PLAN
OVA
TOP ANTENNA HEIOHT - 1482• AGL
BOTTOM ANTENNA HEIGHT - 142.2 AGL
SPECIFIC EXCEPTION NOTES
This survey is based on a Certificate of Tills Examination prepared by Robert L.
Brown, Attorney at Low, LT&E File No. 04T111, dated July 22, 20(14.
Items not listed below ore standard title exceptions and/or are not matters or
Issues that pertain to this survey.
QRight of Way Easement from Merrill Breeze to City of Little Rock, Arkansas, for the
use and benefit of the Little Rock Municipal Waterworks, recorded an In5lrumen: NG
91-37374, said Clerk's Office. Does not affect subject property, therefore is not
shown hereon.
O2 Easement Agreements from Merrill E. Breeze to Sprint Spectrum, L.P., recorded as
Instrument Nos. 2001089451, 2DO1089452, and 2001089453, said Clerk's Office.
Does affect subject property and is shown hereon.
O3 Right of Way Easement from Merrill E. Breeze, Trustee of the Merrill E. Breeze
Living Trust to Entergy Arkansas, Inc., recorded as Instrument No. 2002144253, said
Clerk's Office. Does affect subject property and is shown hereon.
SURVEYOR'S NOTES
1. Boundary & Topographic Survey. made on the ground under the supervision of an
Arkansas Registered Land Surveyor. Cate of Celd survey W July 27, 2004.
2. Bearings ore loosed on Arkansas South $tote Plane Caordinates NAD 83.
3. No undergraund utilities, undefifOund encroachments Or twIld;ng iaundotions were
r '
measured or located as o pan of this survey, unless erne wlee ahawn Trees and shrubs
not located• unless otherwise shown.
4. Benchmark used is a concrete monument and brass disc. NAVD 88 Dotum with an
established elevation of 303 feet, (92.4 meters), PID AE3004. Onsite benchmork is as
shown hereon. Elevations shown are in feet and refer to NAVD 8$.
S. This survey was conducted for the purpose o1 a Boundary & Topographic Survey only,
and is not intended 1a delineate the regulatory jurisdiction of any federal, state, regional or
local agency, board, commission or other similar entity.
S. Attention is directed to the fact that this survey may have been reduced or enlarged in
size due to reproduction. This should be taken into consideration when obtaining scaled
data.
7. This Survey res conducted in reference lb d Cenirlcene of Title Ekorhinatian prepared by
Robert L Crown, Altomay at Lar, LT&E File No. 04T111, dated July 22, 2004.
B. Surveyor hearty states the Geodetic Coordinates and the elevation shown for flu
proposed centerline of the lower ora odaurela to wllhin ?/- 20 teal horizontally and to
within t/- 5 feet varlieally (FM Accurcay Codd 1A).
9. Survey shown hereon conforms to the Minimum RaWinamentri as set forth by the State
Board for a Class il' Survey.
10- Field data upon which chic map or Plat is based has a closure precision of not less
than one -foot in 15,ODD feet (1':15,000') and an angular error that does not exceed 10
seconds limes the %quare root of the number at angles turned. Field traverse was not
adjusted.
TYPICAL
MONOPOLE
MEASURED
LINE I BEARINfi DISTANCE
LINE
L12
MEASURED
N07*1BEARING
N D7•I3IN, W
DISTANCE
97•
TOWER ELEVATION
Q S a773tR E 35.s+
NOT TO SCALE
LA
L5
S 83.110'26' V
S 07.13.19 E
2500'
3 .04'
L13
L14
N 83.13'49• E
N 06.46'1L' V
4.38'
3DAD'
LB S 83.00'26' V L0.00'
L15 N 83'13'49' E
18.00'
L9 N 07']3'16' 4 33.44'
L36 S 06.46'11• E
3000'
L10 N 51'57.08' E 4.39'
L17 I S 93'l3'49' V
12.004
L1l N 52'46'42• E 5.90'
L3
S 07'35'22' E
Wl
I
r _ i
n ^ N 63.26'D5' E(R) POB
0 .. 84.66'(R) SS1'TBO
y SSA5S AARCF�
0.020 ACRESifR)1r •-�
r
� 1
M
- EXCEPTION02 1
6' EASEMEtr FOR
LANDSCAPING `
91,4,
ExCEPTION Q
15' WIDE UTILITY
RIGHT-OF-WAY o
87,5'
CMITIM OF JWSTYNG 'MM
LA7`. 344246-203' NORTH
LMH: 82'21'50.206' WEST
010UND ELBYAYTaN,, 328.2'
%oJYomtzrl _4wiir,"
,40%3s,
.PMC
JPOB
ZITMGEXIS
LUSEPARCEL NC
ACCESSA ND
tS' l jB
XWINCESS D
0.015ACR88t
6
f1A5,
. METAL FENCE POST
NW CORNER, NE 1/4,
�9
NE 1/4, SECT. 23
(FOUND BY OTHERS)
r�
I
r _ i
n ^ N 63.26'D5' E(R) POB
0 .. 84.66'(R) SS1'TBO
y SSA5S AARCF�
0.020 ACRESifR)1r •-�
r
� 1
M
- EXCEPTION02 1
6' EASEMEtr FOR
LANDSCAPING `
91,4,
ExCEPTION Q
15' WIDE UTILITY
RIGHT-OF-WAY o
87,5'
CMITIM OF JWSTYNG 'MM
LA7`. 344246-203' NORTH
LMH: 82'21'50.206' WEST
010UND ELBYAYTaN,, 328.2'
%oJYomtzrl _4wiir,"
9�aT'LR1
N b4'Sg�k• 6
r�
i
'
0 - PO%ER BOX
❑ - 5/e' GFPM RESAR SET
STATE OF
(SICI)
12' x 30' LEASE AREA
AREARSAS
5 2
�o
. METAL FENCE POST
0.1425
RECORDED
1 LEASE AREA
. SIGiii
r�
ti •.� Z
BEARING
�'
} 03.
L
i, 0 AL L�1�t 5�
S 07135122' E 27.89'
,,/11 TTI 1t►►L
L2
9�aT'LR1
N b4'Sg�k• 6
r�
i
0 - PO%ER BOX
❑ - 5/e' GFPM RESAR SET
3 ANSTON OF EXISTING LEASE PARCEL
(SICI)
12' x 30' LEASE AREA
�
5 2
�o
. METAL FENCE POST
12• X 30'
RECORDED
1 LEASE AREA
N:2057149A744
E:52029Ss.6284
LIN_
BEARING
DIS TANCE
} 03.
L
L7
S 07135122' E 27.89'
GATE
L2
N 82.24.38' E
25.00-
'�UTILITT
L3
S 07'35'22' E
Wl
35"00'
25.OV
;CK(TYP)
L4
L5
S 02.24'38'
N 1)7.35'22' W 1
35-011,
I
66
N 64.55'54' E 1
26.27'
M
L7
S 07.35'22' E 1
35.76'
CONCRETE
RECORDED
'; PAD(TYP)
iI
LINE
I BEARING 1
DISTANCE
.,I
l 1'
L1
L2
I N 67.35'22' E
N 82'45'42•E I
27"89'
25.90'
wm
I,,
` 24' PINE
24'
FENCE(TYP)
�_rzupoWY BENCHMARK
5/8` CAPPED RE&1R (SGI)
- ELEYATIDN = 328.11
- pOrmit-
E ,JI'.JAei nPPPJ 3VED
0 20' 40' 8O'
SCALE: 1' - 20'
i
up
0 - PO%ER BOX
❑ - 5/e' GFPM RESAR SET
1
(SICI)
t
1
�
5 2
�o
{
12• X 30'
{
1 LEASE AREA
l
360 SQ. 'FT.-
1
1 Z
} 03.
L
POWER PORE
U
GU?` ANCHOR
M . RECORDED erFd(itgTION
--flow-
_ fircHr-OF-1Wr
SET84CK
- _ _ _ _ w- -
z
$,f
S4NTTARr 5EKR
- - - - ---- - - STORM SEWR
a
-op-- . O"HEAD POWER
M
0 20' 40' 8O'
SCALE: 1' - 20'
i
up
r_
N a,
17
MIM
1 _
\ LB /
\~\
-FOR
EXPAN918N OF EXISTING
LrA.S.r PARCEL
J�347 SQ. Fl.
LEASE AREA DETAIL
SCALE: 1' - 10'
k7QW/7Y ANAP
` t�
>S SITE
raT tBo say.E
I�L;NA
0 - PO%ER BOX
❑ - 5/e' GFPM RESAR SET
1
(SICI)
t
1
�
I
I
I POB
{
12• X 30'
{
1 LEASE AREA
l
360 SQ. 'FT.-
1
�
\
} 03.
L
r_
N a,
17
MIM
1 _
\ LB /
\~\
-FOR
EXPAN918N OF EXISTING
LrA.S.r PARCEL
J�347 SQ. Fl.
LEASE AREA DETAIL
SCALE: 1' - 10'
k7QW/7Y ANAP
` t�
>S SITE
raT tBo say.E
I�L;NA
0 - PO%ER BOX
❑ - 5/e' GFPM RESAR SET
12 • WATER METER
(SICI)
m - TELEsIMONC PEDES/At
e . fUMa 3/4' CRMP PMR'
- G15 VALVE
- FENCE POST
® . WATER WeW
. mupaiuNr ft-aw L[Lhr
® WS METER
POB . POINT OF BEGINIP"17
rr FWE HHWAM
roc - POM or Crew ixisirrur
¢ LICHT POLE
PDS - POINT OF ENDNO
POWER PORE
A. - CALLMAATED PANT
GU?` ANCHOR
M . RECORDED erFd(itgTION
--flow-
_ fircHr-OF-1Wr
SET84CK
- _ _ _ _ w- -
x` . IMDFRGR011WD WATER
$,f
S4NTTARr 5EKR
- - - - ---- - - STORM SEWR
-op-- . O"HEAD POWER
EXISTING LEASE PARCEL DESCRIPTION (INSTRUMENT 2001089451)
Part of the West 1/2, Northeast 1/4, Northeast 1/4, Section 23, 7-1-N, R -13-W, Pulaski County,
Arkansas. more particularly described os:
Commancing at ire Norlhimst corner of the Northeast 1/4, Northeast 1/4 or said Section 23; thence
South 01'37'04- West 176.41 feet to the South right-of-way line of Asher Avanue (Arkansas State Hwy. No.
5); thence along said eight-at^.oy fine North 61.26'05- Lost 84.86 feet; thence continuing along sold
right-ot-Way line North 6455'54' Cost 98.07 reel: thence Sautn 07'35'22" East 27.89 lent to the POINT
OF 6EOINNIN0: thence North 8774'38- East 23.00 feet; thence South 07'35'22" East 35 -DO feel; ihcnca
South 6224'38- West 25.00 reel; thence North 07'35'22' West 35.00 feel to She POINT OF BEGINMNG,
containing 075 square feet. or 0.020 acres, more or less.
EXISTING ACCESS & UTILITY EASEMENT DESCRIPTION (INSTRUMENT 2001089451)
Part of the West 1/2, Northeast 1/4, Northeast 1/4, Section 23, T -1-N, R -13-W, Pildskl County,
Arkansas• more particularly described as:
Commencing et the Northwest earner of the Northeast 1/4. Northeast 1/4 61 sold Section 23: Inence
South 01'37'04' West 176.41 feet to the South right -61 -way line of Asher Avenue (Arkansas State Hwy, Na,
5); thence along said right-of-way ride North 61'26'05- East 54.66 feel; thence cen"uIN along sold
right -Of -won, line North 64'5554- L091 95.07 feet to the POINT OF BEGINNING, thence continuing along said
right -or -wary line Nortn 605'54" Easl 26.21 feel; thence South 0735'22' Cost 35.76 feet; thence South
BY24'38' West 25.DD feet; Inence North 0135'22' West 27.89 lest to the P01NT OF BEGINNING, containing
795.64 square feet. or OOIB acres• more or lees.
EXPANSION OF EXISTING LEASE PARCEL (INSTRUMENT 2001089451)
A parcel of land lying in Section 23, Township 1 North, Range 13 West, Pulaski County. Arkansas being
more particularly described as follows:
Cammencing at o metal Jcnee Post found at the Northeast cornet at an costing lease pores, as aese`;aed
in a survey by Hope Engineers. Inc., dated July 20, 2001; said point having Arkansas South State Pram
Coordinates at N: 2057149.0744• E: 1202961.8284; thence run 5 0713'18' E for o distance of 15.14 feel
to c meta, fence post; lnome S 8500'26' W for o distance of 25.00 reel to a WE' copped +ebur net
(SCI) at the Southwest eomar of said leash pareel; said point being the Paint of 8a9tnnlnq; thence continue
S 83'95'26' W for o distance of 10.DD feel to a 5/8- capped rebar set (SGI); menu N 07'13'1B' W for
a daltonce or 33.44 feet to a 5/8' capped rebor set (sGI) an the Southeasterly Gne of a Right -of -Way
Easement os de,,c ibea in tnslaumenl No, 2002144253 as recorded in the Office of the Circuit County Clerk
o1 said County: thence N 61'57'05- E along yid Southeasterly line tot a distance of 4.39 lent to a 5/8'
copped Tabor oat (Sol): thenea N 8746'42' E leaving sola Southeasterly line for o distance of 5.90 feet to
a 5/8' capped rebor sal (SGO of tae Northwest comer of above said teose potcek times S 07'13'18' E
for a dfslonee of 35.04 feel to the Point of Beginning. So'rd above deetribed poree, contains 347 square
feet• more or less.
12' X 30' LEASE AREA
A parcel of land lying in Section 23, Township 1 North, Range 13 West. Pulaski County Arkansas being
more particularly described as follows:
Commencing at a meta, fence post found at the Nallneost corner of an existing lease "ME, as described
In a vurvny by trope Enginesm, Inc., doled Jury 20, 2001: said Point neving Arkansas South State Plane
Coordinates of N: 2057149.0744• E: 1202961.6284; thanes run 5 07'13'18- E fee a distance of 35.14 reel
to a metal fence posh thence S 8S'OO'26• W Ter a distance of 25.00 to a 5/8' capped robot set (SGI)
at the Southwest corner of said lease parcel; thence continue S 83'OD'2e W for o detancc of 10.00 feel
fo a 5/8� capped moor list (SBI): Inence N 07.13'18' W for d distance of 2.97 rest to a point; thence N
83'13'49- E Jar a distance of 4.38 lest to a $/8' rapped rebdr tel (SOI) and fns Paint of Beginning:
thence N D£46'1l' W Jor a aislonce of 30.Do Ire( to a 5/8' copped rebor set ISG,): thence N 83'13'49'
E for a distance of 12.017 real to a $/8' capped rebar "I (SGI): thence S 05'46'11' E Jar o distance of
3D.00 real. 10 0 5/8' capped moan set (Sill); thence S B3'13'49' W for a distance el 12.00 feet to the
Point of Beginning. Said above tlescribed parent conlo;ns 360 square feet. more or less.
FLOOD NOTE
7ne subject property oppeors to lie in Zone 'X' of the Flood Insurance Role Map
Community Panel No. D501819103F, which bears on effective pale of October 19, 2001
and 15 NOT in c special flood hazard area. No field meosvremenls were used in this
tletarrninal.ian end on elevation certifkole may an neoaed for voril'rcOUDM
SURVEYOR'S CERTIFICATION
To Verizan Wireless Tennessee PortnerSNP:
Tnis is LO certify that this mop or plat and the survey on which it is based were
made in occoraance with •Minimum StOnaarq Detail: Requirements for AL7A/AC51A Lone
Title Surveys,' jointly eslobLIned and adopted by ALTA. ACSM and NSPS in 1999, and
includes Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Slanaoras as
adopted by ALTA, NSPS, and ArSM and in effect an the dole Of this c!nlf;rOt;Oh,
undersigned lunher certifies that:
- the survey measurements were made in accordance with the Minimum Angle,
Distance, and Closure Requirements for Survey Measurements Which Control Land
Boundaries for ALTA/ACSM Land Title Surveys.
ROSEDALE_AR
Vf1{tam L Haw II SEC, 23, T -1-N, R -13-W
Arkansas Re It
lend No. 1425 PULASKI COUNTY, ARKANSAS
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