HomeMy WebLinkAboutZ-5522-B Map0 20' i0' 6o'
SCALE 1- - 20'
1/2'
1/2'
SPECIFIC EXCEPTION TITLE NOTES
This surrgy Is based an a ceroicato of 6'te examitualian by Steven Title of
Tennes,sea, Inc., LT Fla No. 25DICDD15, deted December 14, 2065.
Items not listed below are standord tide exceptions and/or are not matters or
issued that pertain to this survey.
1. Easement to the City of LHtte Rock recorded May 11, 1937, in book 246, Page
See. said Clark's Office. Does not affect the subject property.
2- Right of way easement in favor of City al Little Rook recorded October 10,
198.% as Inatrumert No. 85-56120. said Clarke Office, Does not affect the subjed
property.
1
i roc
I 7S' X 75'
n 1 LEASE AREA AAID
n I 30' AfG1i853/6d� &
r frrunr h'A�21urNr
= r 1' CRIMP PIPE
SE CORNER
LOT 23
v MEEKS MANOR
N f` RB 856. PG 427
ice I
o
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h S 87.36'12' E 170.06' x
X 76'
GROVAfD M.J6VAMK' 4BL2'
0
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a - SA- Ca PO RE81R SET
M!- MOM EIEER
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a _ FOOL PnOPEW 1,140"
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- POSER POLE
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---Apses
-_----.�----rr--WV0ktM
0 20' i0' 6o'
SCALE 1- - 20'
1/2'
1/2'
SPECIFIC EXCEPTION TITLE NOTES
This surrgy Is based an a ceroicato of 6'te examitualian by Steven Title of
Tennes,sea, Inc., LT Fla No. 25DICDD15, deted December 14, 2065.
Items not listed below are standord tide exceptions and/or are not matters or
issued that pertain to this survey.
1. Easement to the City of LHtte Rock recorded May 11, 1937, in book 246, Page
See. said Clark's Office. Does not affect the subject property.
2- Right of way easement in favor of City al Little Rook recorded October 10,
198.% as Inatrumert No. 85-56120. said Clarke Office, Does not affect the subjed
property.
1
i roc
I 7S' X 75'
n 1 LEASE AREA AAID
n I 30' AfG1i853/6d� &
r frrunr h'A�21urNr
= r 1' CRIMP PIPE
SE CORNER
LOT 23
v MEEKS MANOR
N f` RB 856. PG 427
ice I
o
r^ I
A, -------
h S 87.36'12' E 170.06' x
X 76'
GROVAfD M.J6VAMK' 4BL2'
0
IR- Pawn a"
a - SA- Ca PO RE81R SET
M!- MOM EIEER
(Serve LS 10751)
M- ?atPfo0C PEDLsTAL
a _ FOOL PnOPEW 1,140"
as war
OSET Pw Alla.
® - 11i ME
$_ 7E7e1aRIR1• BMW AKW
® - CAS ACM
Pas - POW OF BEGOB Wa
FW f1rORWr
POC - Pel4r or cahrepwCa09
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SURVEYOR'S NOTESI ---•-op- - -OP- - aVIOUFAD POIM
_ Surveyor. Thin le a ToprgMphic r Laoaa Parcel Survey, made an the ground under the eupervieion of an Arlwnaae Registarcd Land
_ 005.
2.Bacgate ei !sold survey is n North
tate
2. Baar3rhgs ora booed an Arkansan Horth State Plane Cawdvntes NAD 83.
3. No underground uLTilias, underground enerocchments or building foundations were measured or located as a part of this
survey, union otherwise shaver. Teas and shrubs not )oaatad, unless otherwise shown.
' 4. Benchmark used is a concrete monument and brass disc. NAVD 88 Datum with an established elevation of 565 feet,
(172.3 meters), PID AE3005. Onsite benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD 88.
5. This survey was conducted fee the purpose of a TapegrapWc & Loose Parcel Survey Only, and is not Intended to
de6neota the regWotory jurlsdictien of arty ledmot state eeglenal or local agency, board, commission or other eimitor mlAy.
YC1tP,,rS/6GRCfi4 & +� 6. AHention is directed fa the foot that the mrvey may have bean reduced Or enlarged fn size due to reprgduction. This
f1r yp .)-M be taken Into consideration when obtoi+ing "ad data.
7. This Su" was conducted with reference to a carUrkcta of UVe examination by Slswort Title of Tennassae, Inc,, tT fie
No. 2501006T5, doted December 14, 2D05. Detenninutiena we based m[* on the lagal descriptions within the prov9ded
supportive documents. No abstract research was parrormad by the surveyor.
S. Surveyor hereby stella the Geadalk Coordxtetas and the etevaton shown for the proposed c4nteAine of the tower are
accurate to *Wn +/- 15 feat horfwntagy and to within. */- 3 font vertically (FAA Accuracy Code 1A).
S. Survey shown hereon conforms to the Minimum Requlreesents as sal forth by the State Board for a C,ces A' Survey.
19, Field data upon which this map or plat Is basad hos a closure predslun of not teas than one -foot in 15,009 feat
(1':154007 and an angular error that does mot extend 10 secafds times the x400ne root of the number of angles turned.
Fietd traverse was rat adjuitad.
PARENT TRACT (DEED HOOK 776, PAGE 383)(SUPPT BY CLUMT)
tea _ The E1/2 of the NEI/4 of the SEL/4 of Section 35, Township 2 Nash, Range 13 Wos% Except the East 30 feet 1 U~--
h 3y Inducted in the pubsk aw
Medway, and EXCEPT a tract dedbed as follows: Fran the Southeast comer of the NEI/4
of tuct
of ha SE K of sodd Scotian 35, run Horth ala" the East lino of said section 330 fest~ thence Wast 20 feet to the paint
of beginning; thanes North and parcel to said East One of said section a dFaWnce of 300 fest; thenca on an angle of 89
dogroes St3 minutes to the Lett, run 306 feet [heads Sauth and parallel to the East One of said section a d�stanca of 300
feat, thence on an "n ft of 89 degrees 50 minulas to the left, rem 300 fest to the point of beginning, and except a strip
OF 1044 50 foot in width conveyed to the City R UWA Rook. Arkansas , in fee for water plpa lina purposes, the description
of veld exception being mare parlculortf sat forth kn VA warranty deed dated May 20, 1936, and feed for record In Deed
µ Bosh 242, Page 350.
75' X 75' LEASE AREA
A Parcel of bond being a Parton of that certain tract of tend os described in a Outtalaim Deed as retarded is Book 776,
_ } a Pogo 3B3 in the Oircult Clarks Office of PatmL Caurrly, Arkonsea and 1rla9 in the Northeast Quarter of the Southeast
�16 _�. t quarter of SedBan 35, Tawnkh7p 2 North. Range 13 West, in said Palowa Ca!ntt'i and being more parnccviarly dascrrbed os
n follown:
c
Commence at a 1' crimp top pipe found at the southeast comer of Lot 23, Masks Mawr as recorded in Record Book 856
at Page 427 in the OEbcuit Clawlis Office of say Pulaski County, than" S O72T48' W d1ong the earl Fns of sold M",
Ma
0� nor a distance of 171.51 feet to a point; thence Moving sold east rine S 87'36'12' £ a distance of 170.06 feet to a
1 5/8' copped tabor set 'Sk1W' and the Point of 8e91nniog• t WWW N 60'59'48' E a distance of 75.80 feet to a 5/8' capped
robar set 'SW., thence S 290012' E a distance of 75.00 fact to a 5/a' capped mbar set SIM, thence S 5O'S9'43' W o
distance of 7500 fast to a 5/8' capped rubor sat 'SWW; thence N 29'00'12' W o distance of 75-110 feet to the Paint of
Beginning. Said daseribed parcel of land onnt0rhs 0.13 acres, mare or lees.
J 30' INGRESS/EGRESS & UTHM FASELM74T
r .� ,x�•� "x � NA) L DF 3UZ
J71iej7RA�B1s�LilRlr��9� f J-��
_ --'492 �"�, f f Mr -•
PARENT TRACT DETAIL � lj
NOT TO SCALE r �, ler a; �a�' ---•493 //` 1
rr"\titi 1 . x
LE4WOOD MANOR \
McSrIER PAD Rim J
DRNE • .
1' Lx71LP CURB TO BE Rt•SIQYED ` / / .00,
owe SITE I / f: `� .00,i
PARENT TRACT r, •��- a ff
�m DB t. MAR 363 r �-
o:
ST. MARKS
DB 870, PG 679
SE CDR -NE -f/
LEAWOOD HEIGHTS
1ST ADDITION
RB 9, PG 87
ASPHALT PARKING
_
A parcel of land being a portion of that certain tract of load as deaan'bad h o Qultololm Dead as recorded in Book 776,
Page 303 in the Crr'auk CFerks Ohics of Phdeski County. Arkansas and lying in ttrs Northeast Ooo for of the Southeast
Ouarlar of Section 35, Township 2 North, Range 13 West m sed Pulaski Cotxtty and being more partkukirly described as
fellows;
fCommence
at a 1' crimp top pipe found at the southeast corner of Lot 23, Meeks Manor as recorded In Record Bock B56
v
at Page 427 In the Clfcua Clerks Office of said Pu6asld County; thence S 07'23'4a' W dwq the east rine of said Leaks
u
Manor a dratorim of 17151 feet to a point; !hence leavhul said east One S 5736'12' E a distance of 170,06 feat Ia e
5/8' capped robot set 'S)AW ; theme► N 53'59'48' E o dietarce of 750D feet to a 5/8' capped fabor act 'SMlW: than" S
Old
29'00'12' E a distance of 75.00 feet to a 5/8' capped mbar set SMW'; thence S 60'59'48' W a distance of 37.50 feet to
the Point of Beginning of an Ingrem/Egmss & Utitfty Easemerd baing 3D feet In width and " 15 feat each side of the
U
fallowing described centerline; thane 5 3617'07' E a dhtanes of 125.70 fact to a pwrrL, tThance N 5527'12' E a diatoms
j
of 86,72 feet to a potnt; thence H 0620'14- E a diatoax a1 43.56 feet to o point; thence N tS43'S4' W a distafto of
�P
90.67 feat to a point: Ihanu N OF59'487 W a distance of 4801 fest to a palm; thence N 1545'28' E a distance of
i
SO -72 feet more ar lass, to the Point of Endrg on the >.uuthorly right-vf-way of Evorgreen Drive. Sold described easement
O
contalaa 0.31 acres, more or Iris.
�Q
FLOOD NOTE
The subject property appears to fie in Zone 'X' of the Flood Insurance Rate Map Community Panel No. 0501131 0063 F.
bears
which an effective data of October 19, 2GD1 and IS NOT In a special Rood !hazard area_ No field measurements were
used in this determination and an elevoUan certificate may he needed for verification.
,,�uur,i►hr���i
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STATE OF'•- ��
ARIANSAS
.14NIV 25
Vol
ti
1/�ntlrtll
SURVEYOR'S CERTIFICATION
To Verizon Wireless:
This Is to certify that Us map or plot and the survey on which it Is based were made In accordance with 'Minimum
Standard Detail Requkssnentz for ALTA/AfSU Land Title Surveys,' jointly astsbiished and adopted by ALTA, ACSM and NSPS fn
1999, and includes Mems 1-6. 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adapted by ALTA. NSP".',
and ACSM end in affect an the dote of this cadibka0on, undersigned further cerbWas that;
• the aurmy memuromsnts were made in accordance '10 the 'Minimum Angle, Distance. and Closure Requirements for
Survey Measurements Which Control Land Boundodas for AL7A/ACSM Land Title Surveys.'
Wl'am L Fowelf /
Arkansas Real2Lt .d No. 1425
ST. MARKS CHURCH AR
#16 5767A
SEC. 35, T -2-N, R -13-W
PULASKI COUNTY, ARKANSAS
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VERIZON WIRELESS
TENNESSEEPARTNERSHIP
l IA STREET
I�+ 3100 WEST END AVENUE
SUITE 1100
NASHVILLE, TN 37203
S»E� APPROVALS
PAMELA DRIVE
VERIZON
VLAIRELESS
CARRIER
EVERGREEN DRIVE LANDLORD
LEASING
E I T
IP
PROJECT CONSTRUCTION
V/VyESITE W
E PROJECT NO:
a
(HEREIN AFTER REFERRED TO AS 'LESSEE") N DRAWN BY: JAL
N
to
CHECKED BY: JOH
SITE NAME: ST. MARKS CHURCH LEGWOOD BLVD jHSTREET APPROVED BY: MDB
0 OVZY04 ISSUED FOR ZONING
REV DATE I DESCRIPTION
PROFE$BIWA1sPNG INE ER
V I SinNATURE & SEAL)
-.war—.
EXCELL COMMUNICATIONS, INC.
5247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0196
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS /COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927"W
PHONE: (205) 956-0198 EXT.211
PHONE: (501)'225-4203
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
RADIO ENGINEER
1024 NORTH
MISSISSIPPI AVE.
REX LYONS
723 W. MARKHAM ST, 2ND FLOOR PULASKI COUNTY SHERIFF DEPARTMENT
SHEET
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
DAVID MASON
DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE 1-635 EAST TO I-30. TAKE I-30 EAST TO LITRE ROCK, AR.
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
P U LAS K I C 0 U N TY :
LITTLE ROCK, A R
72207
FROM IN LITTLE ROCK TAKE 1 TO 1-630 AND PROCEED . T MILES TO EXIT 6A. TURN RIGHT (NORTH)
ON MISSISSIPPI PROCEED 1.1 MILESS TO EVERGREEN STREET. TURN LEFT (WEST) AND THEN LEFT INTO THE
CONSTRUCTION ENGINEER
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS
-CT "HIGH
CHURCH PARKING LOT. THE PROPOSED SITE IS UP THE HILL AND THEN ON THE RIGHT BEHIND THE FENCED
T -CELL#: 165767
(FOR LOCATION CATEGORY AND SYSTEM EXPOSURE'
DUMPSTER.
DRAWING INDEX
APPLICANT ADDRESS
SITE INFORMATION
APPLICABLE BUILDING CODES AND STANDARDS
MANAGER
ENTERGY
VERIZON WIRELESS TENNESSEE PARTNERSHIP
SYSTEM: LITTLE ROCK BTA
IMPLEMENTATION
01
TITLE SHEET
500 WEST DOVE ROAD
SOUTH LAKE, TX 76092ADOPTED
T -CELL#: 165767
CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS
BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE
OZ
OVERALL SITE LAYOUT PLAN
CONTACT: JIM VENDITTE
PHONE: (800) 368-3749
e1
AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE
CONSTRUCTION MANAGER
PHONE: (501) 258-1379
DESIGN.
03
SITE LAYOUT PLAN
PROJECT MANAGER
CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS,
04
TOWER ELEVATION & ANTENNA MOUNTING
EXCELL COMMUNICATIONS, INC.
PROPERTY OWNER
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CON CRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AiSC), MANUAL OF STEEL CONSTRUCTION, ASO, NINTH
ri�i
4ITF I QNnSC'APF PI AN
6247 AMBER HILLS ROAD
BIRMINGHAoM,AL35173
o/��, car 1-0
1000 NORTH MISSISSIPPI AVE.
1000 NORTH MI COPAL LAVE.
EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL
0 OVZY04 ISSUED FOR ZONING
REV DATE I DESCRIPTION
PROFE$BIWA1sPNG INE ER
V I SinNATURE & SEAL)
-.war—.
EXCELL COMMUNICATIONS, INC.
5247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0196
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS /COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927"W
PHONE: (205) 956-0198 EXT.211
PHONE: (501)'225-4203
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
RADIO ENGINEER
911 SITE ADDRESS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
SYSTEM
REX LYONS
723 W. MARKHAM ST, 2ND FLOOR PULASKI COUNTY SHERIFF DEPARTMENT
SHEET
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
DAVID MASON
1024 NORTH MISSISSIPPI AVE.
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
(682) 831-3234
LITTLE ROCK, AR 72207
CONSTRUCTION ENGINEER
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS
-CT "HIGH
(FOR LOCATION CATEGORY AND SYSTEM EXPOSURE'
JIM VENDITTE
(501) 258-1379
POWER COMPANY:
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
MANAGER
ENTERGY
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,
IMPLEMENTATION
900 S. LOUISIANA
METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTNE REQUIREMENT SHALL
SCOTT CATES
LITTLE ROCK, AR
GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
(682) 831-3220
PHONE: (800) 368-3749
REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
CONSTRUCTION MANAGER
TELEPHONE COMPANY
TRACY REEVES
SOUTHWESTERN BELL
(682) 831-3245
#1 SHACKLEFORD
LITTLE ROCK, AR
PERMITTING
PHONE: (800) 4647928
ENGINEER: CHRIS KEATHLEY
0 OVZY04 ISSUED FOR ZONING
REV DATE I DESCRIPTION
PROFE$BIWA1sPNG INE ER
V I SinNATURE & SEAL)
-.war—.
EXCELL COMMUNICATIONS, INC.
5247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0196
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS /COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927"W
PHONE: (501) 371-4829
BUILDING PERMIT: PHONE: (501) 373-0954
CITY OF LITTLE ROCK CELL (501) 324-0236
SHEET TffLE
MARK WHITAKER OR POLICE DEPARTMENT
TITLE
REX LYONS
723 W. MARKHAM ST, 2ND FLOOR PULASKI COUNTY SHERIFF DEPARTMENT
SHEET
LITTLE ROCK, AR 72202 PHONE: (501) 340-0600
SHEET NUMBER
(501),371-4839
FIRE DEPARTMENT
LITTLE ROCK FIRE DEPARTMENT i5
01
PHONE: (501) 371-4829
EST. NaGNETIC
1.72•±
z�
C
W E
S
INSTALL NEW 6" THICK LIMESTONE -
GRAVEL & LANDSCAPE GEOTEXTILE
FABRIC INSIDE COMPOUND & EXTEND
1' OUTSIDE FENCE CONSISTING OF 2"
LAYER #57 LIMESTONE GRAVEL, ON
TOP OF 2' LAYER CRUSHER RUN, ON
TOP OF 2' BASE OF 2" TO DUST
COMPACTED.
NEW 75'x75' LEASE AREA
NEW 6' WIDE .-
LANDSCAPE BUFFER �.
NEW LANDSCAPING
SEE SHEET 05
NEW 8' HIGH----- - .
WOODEN FENCE
NEW LESSEE
GENERATOR
NEW LESSEE 4'x10'
GENERATOR PAD
SITE LAYOUT PLAN
SCALE: 3/16" = 1'-0" 22' x 34" PAPER SIZE
SCALE: 3/32' = 1'-0' 11' x 17" PAPER SIZE
NEW LESSEE 9'X16' PAD
NEW LESSEE ICE BRIDGE
PROPOSED 120' STEALTH TOWER
LAT. 34 45' 45.135" N
LON: -97 21' 35.927" W
ELEV-. 482.2' AMSL
NEW LESSEE METER ON NEW
UTILITY H -FRAME
NEW LESSEE 12'
WIDE GATE
NEW 12' WIDE
ASPHALT DRIVE
CENTERLINE OF NEW 30'
WIDE ACCESS/UTILITY EASEMENT
VERIZON WIRELESS
TENNESSEEPARTNERSVIP
3100 WEST END AVENUE
SUITE 1100
NASHVILLE, TN 37203
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION _
PROJECT NO:
DRAWN BY: JAL
CHECKED BY: JOH
APPROVED BY: MOB
o, ARKANSAS
% �--�la
200
REGISTERED
PROFESSIONAL
ENGINEER
i
IF
(NOT VALIQ Y RE & SEAL)
rmicarKsNm var—
EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0196
FAX: 205.956-102
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS / COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92'21'35.927"W
SHEET TffLE
SITE LAYOUT
PLAN
SHEET NUMBER
03
o:
4
3
2
F
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TOWER ELEVATION
DETAIL 7
NTS _
NEW LESSEE -
ANTENNAS ON
NEW MOUNT (
TWO ANTENNAS PER -SECTOR
TOWER MOUNTING
PLAN VIEW
SECTION A
120'
TH TOWER
NQS;
1. ALL AZIMUTHS ARE
REFERENCED FROM
TRUE NORTH
2. ANTENNA MOUNTS
SHALL BE
INSTALLED PER
MANUFACTURER'S
RECOMMENDATIONS
EST. MAGNETIC
1.72'±
c
m
W E
S
VERIZONWIRELESS
TENNESSEEPARTNERSHIP
3100 WEST END AVENUE
SUITE 1100
NASHVILLE, TN 37203
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: JAL
CHECKED BY: JOH
APPROVED BY: MDB
p 02/20/06 ISSUED FOR ZONING
REV I DATE DESCRIPTION
PROF NGINEER
�g9 S� A��D�c
It # XANSAS
I VI �iEG%� I ERELD
PROFESSIONAL 1
ENGINEER 0!
�!i r
P
T A �'l� ATDRE 8 SEAL)
ow
Mi...
EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0198
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS ! COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92121'35.927"W
TOWER
ELEVATION &
ANTENNA MOUNTING
M
EST. MAGNETIC
NORTH
1.72 7 INSTALL NEW 6" THICK LIMESTONE
I XTILE
FABRICL INSIDE CO OUND& LANDSCAPEO& EXTEND
1' OUTSIDE FENCE CONSISTING OF 2'
LAYER #57 LIMESTONE GRAVEL, ON
TOP OF 2' LAYER CRUSHER RUN, ON
TOP OF 2' BASE OF 2" TO DUST
COMPACTED.
IC' INSTALL 2" MIN. LAYER CLEAN a a
PINESTRAW MULCH (TYP) h
W E 0
S
as
C) °
IN
v2k.
IN
L#J
THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN
ENGINEERING GROUP, INC. DATED 06/01/05. SCALE: 3/16" = 1'-0"
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
4" TALL, 36" DIAMETER EARTH SAUCER
TO RETAIN MULCH. 3" DEEP LAYER
SHREDDED BARK MULCH AROUND TREES
a
in
/rc
SCARIFY SIDES —
BEFORE PLANTING
— INSTALL NEW RED MAPLE
Q
TREES AT 27'-0" O.C., MIN.
TREE
2" CALIPER WHEN PLANTED.
Q
SEE PLANT LIST TABLE &
62
TREE PLANTING DETAIL
C)
THIS SHEET
PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW
— INSTALL NEW 7 GAL
ELEAGNUS SHRUBS AT 4'-0"
O.C., MIN. 30' TALL WHEN
PLANTED. SEE PLANT UST
TABLE & TREE PLANTING
DETAIL THIS SHEET
0
0
Q
0
0
0
❑
°
❑
THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN
ENGINEERING GROUP, INC. DATED 06/01/05. SCALE: 3/16" = 1'-0"
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
4" TALL, 36" DIAMETER EARTH SAUCER
TO RETAIN MULCH. 3" DEEP LAYER
SHREDDED BARK MULCH AROUND TREES
a
in
/rc
SCARIFY SIDES —
BEFORE PLANTING
u'I TOPSOIL MIXTURE TAMPED
BALL FIRM TO PREVENT SETTLEMENT
ISTIMES(5X)l
COMMON
NAME
ROOTBALL
TREE
PLANTING DETAIL
PLANTING ST
QUANTITY
SCIENTIFIC
NAME
COMMON
NAME
MATURE SIZE
(HT x WT)
8
"ACER RUBRUM"
RED MAPLE
60 FT x 20 FT
62
"ELEAGNUS PUNGENS"
ELAEAGNUS
6 FT x 4 FT
PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW
GENERAL PLANTING NOTES:
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
2. ALL PLANT'S MUST BE CONTAINER -GROWN OR BAILED 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.
8. 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 REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE
SAME SPECIES, QUANTITY, SIZE AND MEETING ALL SPECIFICATIONS.
13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION,
REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE 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.
VERIZON WIRELESS
TENNESSEEPARTNERSMIP
3100 WEST END AVENUE
SUITE 1100
NASHVILLE, TN 37203
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: JAL
CHECKED BY: JOH
APPROVED BY: MDB
�RKANSAS
EGISTERED
PROFESSIONAL
ENGINEER
(NOT VAUD WITHOLff SIGNATURE & SEAL)
EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0196
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS I COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92121'35.927W
SHEET TIRE
FIT
E LANDSCAPE
PLAN
SHEETNUMBER
05
0 20' 40' 60,
SCALE 1" = 20'
1/2'
1/2'
'
SPECIFIC EXCEPTION TITLE NOTES 1T`
This survey B based on a cafti(icata of title exorn;nation by St -ort Tdia of �`
Tennessee, Inc., LT Fite No. 250700015, doled pe Ja er 14, 200S -
stents not listed below are standard title exceptions and/or are not matters or
issues that pertain to this survey.
1. Easement to the CHy of !Hila Rack recorded May 11, 1937, in Book 246, Page
SGS, mid Clerks Office, floes not affect the subject property. .46s4
2 Right of way easement in fever of City of LHtk Rock neorded October 10,
1985, as Instrument Na 85-56120, said Clarks Office. Do" not affect the subject �f,59r
property.
r
j enc
76' X 75'
n l LEASE ARSA AND
n^ I 30' JNaRMliAXW= &
I V7112PY!
2 1 1' CRIMP PIPE
SE CORNER
LOT 23
�f MEEKS MANOR
n, fes" RB 856, PG 427
0 t
I
N 1
1
n S 87'36'12' E 17006'
PARENT TRACT DETAIL
NOT TO SCALE
LEAWOOD MANOR
POC PRK
1' CRSMP
SITE I
0
rn cd PARENT TRACT =
In
m KS
10B776. SP383 �
�� fa
SE MARNS—
DB 870, PG 679
SE COR -NE -1
SE -t/4, SEC
LEAWOOD NEIGNTS
IST ADDITION
RB 9, PG 87
X 75'
ra
rte. A
'• 1
CURB TO BE REMOVED
=1
SITE
--�-__-- - Siam - OW VSa?
Sl1f18
1'4Y
0 - 5A- WPM FMW SET
0- VAIND YEFM
(SMW LS 12753)
x
e - PO4" PROPS) r "um
® - sae WAW
z
® - NRIM wtv
- M004WN SPM IKtrr
Off
Pat - PW or
17 - POE fa' mw
Pec - POW or CW4OAXIrFM
- LAW POLE
POE - Pow or adma
N I
I, - CALCUL41M P1rrr
•. - Ba7AN7Dq
�a
••--A1w-
— _ 21d1f-or-my
�'pjpy Wsersrrur eh -M be Wk. into conetdaration when vbtdnkrq &colgd data
7. This Survey was cwwueted wrN rderenc�e to a eertirkota of title esartinotion by Stewart Title of Tennessee, ino.. LT File
No. 25010(1015• doted December 14, 200& Dalenn;nuticna are Erased sdety on the kgol dascdpui within the pnaHded
suppartive documents. No abstract research was performed by the surveyor.
VN
8. Svrvrgwr hereby states the Ceadotle Coordrcwtss and the elevation shown for the proposed canter5na of the tower are
0 20' 40' 60,
SCALE 1" = 20'
1/2'
1/2'
'
SPECIFIC EXCEPTION TITLE NOTES 1T`
This survey B based on a cafti(icata of title exorn;nation by St -ort Tdia of �`
Tennessee, Inc., LT Fite No. 250700015, doled pe Ja er 14, 200S -
stents not listed below are standard title exceptions and/or are not matters or
issues that pertain to this survey.
1. Easement to the CHy of !Hila Rack recorded May 11, 1937, in Book 246, Page
SGS, mid Clerks Office, floes not affect the subject property. .46s4
2 Right of way easement in fever of City of LHtk Rock neorded October 10,
1985, as Instrument Na 85-56120, said Clarks Office. Do" not affect the subject �f,59r
property.
r
j enc
76' X 75'
n l LEASE ARSA AND
n^ I 30' JNaRMliAXW= &
I V7112PY!
2 1 1' CRIMP PIPE
SE CORNER
LOT 23
�f MEEKS MANOR
n, fes" RB 856, PG 427
0 t
I
N 1
1
n S 87'36'12' E 17006'
PARENT TRACT DETAIL
NOT TO SCALE
LEAWOOD MANOR
POC PRK
1' CRSMP
SITE I
0
rn cd PARENT TRACT =
In
m KS
10B776. SP383 �
�� fa
SE MARNS—
DB 870, PG 679
SE COR -NE -1
SE -t/4, SEC
LEAWOOD NEIGNTS
IST ADDITION
RB 9, PG 87
X 75'
ra
rte. A
'• 1
CURB TO BE REMOVED
=1
SITE
-- -- n''-'---- ate— - WD13WWUID VA7W
--�-__-- - Siam - OW VSa?
Sl1f18
® _ POWER Box
0 - 5A- WPM FMW SET
0- VAIND YEFM
(SMW LS 12753)
W _ rf26rms rf9EMLl
e - PO4" PROPS) r "um
® - sae WAW
O - SEr PK All.
® - NRIM wtv
- M004WN SPM IKtrr
® - sae a®f
Pat - PW or
17 - POE fa' mw
Pec - POW or CW4OAXIrFM
- LAW POLE
POE - Pow or adma
$ - PaDi1r Past
I, - CALCUL41M P1rrr
•. - Ba7AN7Dq
ao _ficovimm Proses w
••--A1w-
— _ 21d1f-or-my
-- -- n''-'---- ate— - WD13WWUID VA7W
C W PARENT TRACT (DEED BOOK 776, PAGE 383)(SUPPI BY OMM)
The E1/2 of the NE1/4 of the SEI/4 of Section 35, Township 2 North, Range 13 Wast Except the East 30 feet thereof
' which is included in the public roadway, and EXCEPT a tract described as follows; From tho Southost corner of the NEI/4
Of the SE 9 of said Section 35, run North along the £tet line of vole section 330 feet; Ifimme Wast 20 fast to the point
of beginning; thence North and parallel to said East me of mid section a distance of 300 feat: thence on an angle of 69
46 degrees 50 minutes to the left, run 300 feet, thence South and para04i to the Ead One of said section a distance of 300
feat thence an on ongie of 89 degrees 50 minutes to Dka INE, run 300 fent to the point of beginning, and exwpt v elrlp
EBT D� of Wed 50 feet in width conveyed to the City N 1.1111a Rock, Arkansas , in Na for water pipe lins purposes, the description
of sold exception being mare parllcuteely set forth In the warranty deed dated May 20, 1936, and fled far recard In Oaed
41112 2' Soak 242. Page 350.
75' X 75' LEASE AREA
r
A pared of land being o portion of that certain tract of Land as described in a OultcW€m Dead as recocdad in Bock 776,
,A Page 383 In the Circuit Clarks Offica of Pulaski County. Arkansas and lyng in the Northeast quarter of the Southeast
Quarter of Section 35, Township2 North, Range age 13 Waft, In m;d Puksexi County and tairhy mora particuWrly dnscrRred am
follows:
Commence at a 1' crimp top pipe found at the southeast comer of Eat 23, Meeks Manor as recorded in Record Book 855
at Page 427 in the Circvit Clerks Office of sold Pulaski County; thence S 0723'48- W along the east Eno of sold Masks
Manor a dwtanee of 171.51 feet to a point• thanes tearing laid east line S 6736't2' E a distance of 170.06 feet to a
5/S' copped retch set 'SMV' and the Paint a( Beginning; thence N 60'59'46' E o d -atones of 75XO feet to a 5/8' capped
tabor set SMW; thane S 79'00'12' E a dFitance of 7500 feet to a 5/8' capped robar set 'SWWI thence 5 80'59'48' W a
` - distance of 75.00 fast to a 5/8' capped mbar set 'SWW; thence N 2700'12' W a distance of 75.00 feet to the Point of
Beginning. Sold desuibad parcel of kind contains 0.13 arae, more or koa,
30' INGRESS/EGRESS & UTILITY EASEMENT
A parcel 01 fond being a portion of that aerWa tract of land m deauibed in a QuRclalm Deed es recorded M Book 776,
Page 363 W the Circuit Clerks Office of Pulaski County Arkonma and lying irk the Northeast Ouarter of the Sadheael
Oudrtar o1 Section 35, Township 2 North. Range 13 Weal, m and Pulaski County and being more porficuierly described as
fneew!•
M
r
r
ASPNALT PARKING J
--r-DULtt?STER PAD
f: g�ZT w
E
'
--�-__-- - Siam - OW VSa?
Sl1f18
SURVEYOR'S NOTES —---0P-----aF- - OVIDNEAD POWO
_I.
This is a Topographic & tease Parcet Survey, the the Arkansas Registered land
'
made on ground under supervision of an
Surveyor. (late of field survey is Apo 20, 2005,
_
2. Pleonngi are based a% Arkansas North State Plane Coordinates NAD S&
.
3. No underground ubWw. underground erlormchmerts or building foundafione ward measured or focdtad as a part or this
moo•
survey. omni ethorwim shown. Trees and shrubs not located, unless dl3wrrd2e shown.
•
4. 8anahmonkused Is o cancrate monument and brava dhrc NAVD 88 Datum with on sstablithed elevation of 585 feet
�i "r i�
(172.3 meters), PIO AMBOS, Onalte benchmark 6 as shown "on. Elevdl;ens shown ore in fed and rotor to NAVD 88.
5. TWa survey was conducted for the purpose of o Topographic & Laaaa Parch Survey any, and is net intended to
POE
de0taafe 1lhe regiddtory jurl2dreOon W arty Tedam4 &tote, regional ae local ogenty, board, cona6is9lon or other 6milar entity.
�• D, � &
8. AtlwU,t 6 directed to the foot tarot th;s wrmy may hove bean mduoed or anionged in site due to fepraducuon. This
�'pjpy Wsersrrur eh -M be Wk. into conetdaration when vbtdnkrq &colgd data
7. This Survey was cwwueted wrN rderenc�e to a eertirkota of title esartinotion by Stewart Title of Tennessee, ino.. LT File
No. 25010(1015• doted December 14, 200& Dalenn;nuticna are Erased sdety on the kgol dascdpui within the pnaHded
suppartive documents. No abstract research was performed by the surveyor.
VN
8. Svrvrgwr hereby states the Ceadotle Coordrcwtss and the elevation shown for the proposed canter5na of the tower are
accurate to within +/- 15 fee horizontally and to within +/- 3 feat vertically (FAA Accuracy Code 1A).
9. Survey shown heron conforms to the Winimum Requirementa ars set forth lay the Stato Baand for o Chas A Survey.
10. Field data upon which thla map er plat Is based has a closure precision of not tees then arra-feet in 15,000 feet
and an angular arror that does oat oxcead 10 seconds times the equate root of the number of angles Woad.
Field traverse was oat adjusted.
C W PARENT TRACT (DEED BOOK 776, PAGE 383)(SUPPI BY OMM)
The E1/2 of the NE1/4 of the SEI/4 of Section 35, Township 2 North, Range 13 Wast Except the East 30 feet thereof
' which is included in the public roadway, and EXCEPT a tract described as follows; From tho Southost corner of the NEI/4
Of the SE 9 of said Section 35, run North along the £tet line of vole section 330 feet; Ifimme Wast 20 fast to the point
of beginning; thence North and parallel to said East me of mid section a distance of 300 feat: thence on an angle of 69
46 degrees 50 minutes to the left, run 300 feet, thence South and para04i to the Ead One of said section a distance of 300
feat thence an on ongie of 89 degrees 50 minutes to Dka INE, run 300 fent to the point of beginning, and exwpt v elrlp
EBT D� of Wed 50 feet in width conveyed to the City N 1.1111a Rock, Arkansas , in Na for water pipe lins purposes, the description
of sold exception being mare parllcuteely set forth In the warranty deed dated May 20, 1936, and fled far recard In Oaed
41112 2' Soak 242. Page 350.
75' X 75' LEASE AREA
r
A pared of land being o portion of that certain tract of Land as described in a OultcW€m Dead as recocdad in Bock 776,
,A Page 383 In the Circuit Clarks Offica of Pulaski County. Arkansas and lyng in the Northeast quarter of the Southeast
Quarter of Section 35, Township2 North, Range age 13 Waft, In m;d Puksexi County and tairhy mora particuWrly dnscrRred am
follows:
Commence at a 1' crimp top pipe found at the southeast comer of Eat 23, Meeks Manor as recorded in Record Book 855
at Page 427 in the Circvit Clerks Office of sold Pulaski County; thence S 0723'48- W along the east Eno of sold Masks
Manor a dwtanee of 171.51 feet to a point• thanes tearing laid east line S 6736't2' E a distance of 170.06 feet to a
5/S' copped retch set 'SMV' and the Paint a( Beginning; thence N 60'59'46' E o d -atones of 75XO feet to a 5/8' capped
tabor set SMW; thane S 79'00'12' E a dFitance of 7500 feet to a 5/8' capped robar set 'SWWI thence 5 80'59'48' W a
` - distance of 75.00 fast to a 5/8' capped mbar set 'SWW; thence N 2700'12' W a distance of 75.00 feet to the Point of
Beginning. Sold desuibad parcel of kind contains 0.13 arae, more or koa,
30' INGRESS/EGRESS & UTILITY EASEMENT
A parcel 01 fond being a portion of that aerWa tract of land m deauibed in a QuRclalm Deed es recorded M Book 776,
Page 363 W the Circuit Clerks Office of Pulaski County Arkonma and lying irk the Northeast Ouarter of the Sadheael
Oudrtar o1 Section 35, Township 2 North. Range 13 Weal, m and Pulaski County and being more porficuierly described as
fneew!•
M
r
r
ASPNALT PARKING J
--r-DULtt?STER PAD
f: g�ZT w
E
'
Commence at a 1' crimp top pipe found at the southeast comer of Lot 23, Meeks Manor as recorded In Record Book 656
Page 427 M the Circuit Clarks, Office of said Pulaski Counly; thence S 0723'48' W along the at tine of aid Meeks
'at
_ r
�
Monor a distance of %71.51 feat to a point; thence leaving soil east rine S ST36'12' E a dnlarha of 170.08 feet to a
5/8' capped rebor eat SMV': thence N 60'59'4_6' E a distance of 75,00 feat to a 5/8' capped rotor tat 'SMW; twoo S
'
29'00'12' E a distance of 75.00 feet to a 5 capped rebar act 'SMW'; thence S 60'59'4 .50 8' W o d;etk of 37feet to
_
the Point of Beginning of an Ingress/Egrem & LIURty Easement being 30 feet in width and lying 15 feat each side of the
following described centerrme; thence S 3617'07' E a distance of 125.70 feet to a point; thence N 59'27'12' E a distance
.
of 66.72 feet to a point; thence N 0620'14' E a distance of 43.56 feet to a polo thence N 164354' W a distance of
90.57 feet to a pod, thence N 0659'48' W a distance of 48.01 feet to o point; thence N IS'45'26' E q diatonea of
50.72 font, mare or feet. to the Point of Ending on the mutharbr right-ar-way of Evergreen Drive. Sold described easement
contains, 031 ocrae, mare or leas.
FLAOD NOTE
The &object property appears to ria in Zone i' of the Road Insurance Rate Map Cornrnun6y Panel No. 05OT61 000 F.
which bean an effective dote of October 19, 2001 and IS NOT In a special flood haceM area. No field measurements were
used in this dMsmr;netian and an elevation Certificate may be needed for veArkation.
SURVEYOR'S CERTIFICATION
To Verizon Viirekas:
This Is to certify that this map or plat and the survey on which it Is based were mode In accordance with 'Minimum
Standard Delui Requirement's for ALTA/ACSM Land TiOe Surveys; jointly established and adapted by ALTA. ACSM and HSPS in
1299, and inckides Items 1-8, ID -12 of Table A thereof. Pursuont to the Accuracy Standards as adopted by ALTA, RM
and ACSM end In affect on the data at this certification, undersigned further caAifias Onot'
• the survey measurements were made in accordance with the Vnimum Angle, Distance, and Closure Requirements for
Survey Maaaminmem& Which Control Land Boundaries for ALTA/AC$M Land Tdle Surveys.'
ST. MARKS CHURCH AR
#16 5767A
,L�4 SEC. 35, T -2-N, R -13-W
walkxn L. Nowell PULASKI COUNTY. ARKANSAS
Arkansas cd No. 1425
2
W.
1111,14 11
r,Illlii111111!`�
fjrr
, r
• •....... Il
�1`
• •' STATE OF"*.
41
ARKANSAS
.e
•
r
.1€25
moo•
ss
•
"��+~;•
�i "r i�
llldlrr Vii �'�
FLAOD NOTE
The &object property appears to ria in Zone i' of the Road Insurance Rate Map Cornrnun6y Panel No. 05OT61 000 F.
which bean an effective dote of October 19, 2001 and IS NOT In a special flood haceM area. No field measurements were
used in this dMsmr;netian and an elevation Certificate may be needed for veArkation.
SURVEYOR'S CERTIFICATION
To Verizon Viirekas:
This Is to certify that this map or plat and the survey on which it Is based were mode In accordance with 'Minimum
Standard Delui Requirement's for ALTA/ACSM Land TiOe Surveys; jointly established and adapted by ALTA. ACSM and HSPS in
1299, and inckides Items 1-8, ID -12 of Table A thereof. Pursuont to the Accuracy Standards as adopted by ALTA, RM
and ACSM end In affect on the data at this certification, undersigned further caAifias Onot'
• the survey measurements were made in accordance with the Vnimum Angle, Distance, and Closure Requirements for
Survey Maaaminmem& Which Control Land Boundaries for ALTA/AC$M Land Tdle Surveys.'
ST. MARKS CHURCH AR
#16 5767A
,L�4 SEC. 35, T -2-N, R -13-W
walkxn L. Nowell PULASKI COUNTY. ARKANSAS
Arkansas cd No. 1425
2
W.
1111,14 11
40
Y
o•a
YO
p �
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������jjj
r
�•WD
°m �
a
W
cif
Chi
41
VN
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d
03
O
F
t
40
Y
o•a
YO
p �
(((WbO
������jjj
r
�•WD
°m �
20'
20' io fro•
SCALE 1' = 20'
SPECIFIC EXCEPTION TITLE NOTES
This survey 5 basad on a cerKpooto of title examinaGart by Stewart Title of
Tennessee• Inc• LT File No. 250100015• doted December 14, 280.5.
Items not 11" below are standard title exceptions and/or are not matters or
Issues that pertain to this survey.
1- Easement to the 01y of Little Rock recorded May 11, 1937, in Book 246, Page
568, said CieiV% Office. Does not affect the subject property.
2 Right of way aasement in favor of City of Little Rook recorded October 10.
1SEL% as Instrument No. 85-56110. said perks Office. Does not affect the subject
property.
1 PUC
n I LEASE AREA AND
x4rZ =92
a i 1" CRIMP PIPE
l SE CORNER
LOT 23
N rT� R8 856. PG 427
sl
N f
i
h S 87.36'12• E 17006'
PARENT TRACT DETAIL
1'43'
S
LEAWOOD MANOR
p�
C_
1' CRIMP
®_ as war
O
Z 0
SfiE04 l
a
1 2
rn in
0
I
4 - E12ffP"par
Fa
7
76.PPG�383 a
1g
1/2• REBAR
7-
1/2'
---Nt�-
- Axafr�•wAr
St, MARKS
DB 670, PG 679 i
SE COR -N=
of1514
20'
20' io fro•
SCALE 1' = 20'
SPECIFIC EXCEPTION TITLE NOTES
This survey 5 basad on a cerKpooto of title examinaGart by Stewart Title of
Tennessee• Inc• LT File No. 250100015• doted December 14, 280.5.
Items not 11" below are standard title exceptions and/or are not matters or
Issues that pertain to this survey.
1- Easement to the 01y of Little Rock recorded May 11, 1937, in Book 246, Page
568, said CieiV% Office. Does not affect the subject property.
2 Right of way aasement in favor of City of Little Rook recorded October 10.
1SEL% as Instrument No. 85-56110. said perks Office. Does not affect the subject
property.
1 PUC
n I LEASE AREA AND
x4rZ =92
a i 1" CRIMP PIPE
l SE CORNER
LOT 23
N rT� R8 856. PG 427
sl
N f
i
h S 87.36'12• E 17006'
^96• Y
IE=
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CURB TO BE FIFD)AOMVM-
_1/
.
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LRrZRArn
PARENT TRACT DETAIL
®= Paeflr doff
NOT TO SCALE
LEAWOOD MANOR
p�
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"
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a
® -coin El76t
rn in
PARENT TRACT
ADC - POAT OF COAMMWCE1m6T
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W
7
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1/2• REBAR
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St, MARKS
DB 670, PG 679 i
SE COR -N=
of1514
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LEAWOOD HEIGHTS
IST ADDITION
RB 9, PG 87
^96• Y
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.
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LRrZRArn
®= Paeflr doff
a _ SA,c1PPED Reaae _-U
Notion AOL E6
(SWJS 107m)
_ raDIV£ ftaisiL
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a -SET For NAA
® •- waFR 1910£
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ADC - POAT OF COAMMWCE1m6T
4 - E12ffP"par
- POW or Molina
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- Axafr�•wAr
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-- _Starer 5+7KR
ani[ Te SURVEYOR'S NOTES - - -ar--- -ap- - artWrAD Patine
_ 1. This is a Topographic & Lease Parcel Survey, made on the ground under the supervision of an Arkansas Registered Land
Surveyor, Data of rwld surveyArk n April 20. tate
• 2. Bearings are based on Arkansas North State Plana Coordinates HAD 83.
3. No underground ubTitles, underground encroachments or building foundations were measured or located as a part of this
survey, unless otherwiseshown. Trees and shrubs not located, unless otherwise shown.
4. Benchmark used is a concrete monument and braes disc. HAVO 88 Datum with an estobfiehed elevation of 565 fast.
(172-3 meters), PID AE SD05. Onsite benchmark is as shown hereon. Elevations shown aro In feet and refer to NAVD 88.
5. This survey was conducted for the purpose of a Topographic & Lease parcel Survey wily, and is not kntondad to
de=01 the reghdatary Iurisdiction of any federal, state. regional of local ogancy, booxd, comenTsalon er other similar entity.
K�CR4 k 6. Attentiaa le diroctnd W Urs fact that the survey may haft been reduced w enlarged in size due to reproduction. This
ryr aharrtd be taken iota ooraidaratian xhen obtaining acded data.
7. Tho Survey was conducted with refer4fice to a certificate of Uffe asominallon by Stewart TiUe of Tennessee, Ina., IT Foe
No, 25010013. dated December 14. 2005. DmtemAnations are based sohy an the legal descriptions w.yhin the proHdad
supportive documents. No obstruct research was parfarmed by the surveyor.
S. Suveyor hereby slates the Cwdatio Ceerdlnatea and the elevation shown for Uht proposed gnt"ne of the town are
accurate to within +/- 15 feet haraonlaly and to within +/- 3 feat vertically (FIJI Accuracy Cade W.
S. Survey shown haraon eonfuma to the Minimum Rog4rements as set forth by the State Board for a acres A Sunmy.
10. Field data upon which this map or plat Is based ties a ofasum prrddon of not laza than ona-foot in 15.000 feet
(V:MO00J and an angular error that. dons not extend 10 aseands times the square root of the number of angles tamad-
Fleld trovorso was not adjusted.
PARENT TRACT (DEED HOOK 778, PAGE 383)(SUPPI BY MENT)
y
1p
The E1/2 of thin NEI/4 of the SEI/4 of Section 35• TwmUp 2 North, Range 13 Weal, E+ pt the Eoet 30 leg, Vonmf
which is Included In the public raudruy, and EXCEPT a frac{ daxribed as idlare: From the Southeast comer of the NEI/4
of the SE is of add Section 35. run North along the Frit tlne af %aid section 330 lest; thence Went 2a feet to the paint
of beginning; thence North and parallel to said East rpm of said eacam a distance of 3110 fmL thenca on an angle of 69
�$ degrsea 50 mimrtas to the til, run 300 (est, thence South and paroRal to the East Ria of said %action a distance of 3"
C14TlIOl' OFy
MR feel, thence on an angle of 99 degrees 50 minutes to the loll, run 300 feat to tho point of beginning, and excepta strip
far. $4 sL 4WSS' of rand 50 feet in sildth canveyed to the City 11 Little Rook, Arkonme, Tn fee for water pipe One purposes, the description
'�' 92,0 9G•9P7" WEST tib of said "caption being more poelicalorty net forth in the warranty deed dated way 20, 1936, cod Rkd iw record In Flood
GROM •1770N: 4aaa' ,& Book 242. Pego 350.
-- 75' X 75' LEASE AREA
8; r1 A parcel of land being a portion of that certain tract of land as described in a Quitclaim Geed as reworded in Book 776,
VL Page 363 In the Occult pens Office of Pulaski County, Arkansas and lying in the Northeast Quarter of the Southeast
quarter of Section 35, Township 2 North, Rangs 13 Wast in said Puldsld County and being mom particularly da3cn3ad as
�. � Tallows
c
Commence at a 1' crimp tap pipe found at the southeast tamer of tot 23, Meeks Manor as recorded in Record Book 856
f- W cr at Page 427 in the Circuit Clerks Office of said Pulaski County. thence S 0223'48- W along the east fine of said Meeks
Manor o dalonee of 17t -5t feet to a point; thence laoring said most line S 87'36'12' E a 6atomce of t7a" feet to a
_ 5/8' capped rubor eft 'SLAW' and the Point N Ba"trig; thanes H 60'59'48' E a distance of 75)00 feet to a 5/8' capped
_ f rebar eat `SMW; then S 29'00'12' E o dhlanea of 75.00 feet to a 5/6' copped rubor set `511 thence S 60r5948' W a
l■ distance of 75.00 foot to a 5/8' capped robar set `SWk thence N 29'00'12' W a distance of 75.00 feet to the Point of
r Beginning. Said described pared of land eenteles 0.13 acres, mare or fan.
30' MRAWIRQ13R35 dr �J
a ��� • 30' INGRESS/EGRESS & UTBITY F.A9LLfFNr
11AJ dCRS4= _ q / ■ _Y
1 e I A parcel of land being a portion of that certain tract of land as daswrrbad in m OulbelaM heed as recorded in Book 776,
�•� r _�' Page 363 is the Circuli Clarks Office of Pulask County, th
Arkansan and " in the Northeast Ouartar of the Soueosk
Qusrtar of Section 35, Township 2 North, Range 13 West, it said Putosld County and bring main particularly described as
faRosrs-'
`LAY off' IN DAA
J' , Rl.WA7Tf1�a 4g0.Ad' -i92•� I • Commence at a 1' crimp top pipe found at the southeast comer of Lot 23. Meeks Manor as mcarded in Record Bank 656
--f � � at Page 427 M the Circuit Clerks Office of said Pulaski County thence S 0223'48' W along the east line of said Meeks
Manor a distance of 171.51 feet to a point thence lamresg said aril Cie 5 87'36'12' E a dwtanca of 170.06 feet to e
5/B' capped repair sat -SUW. thence N 60759'46' E a distance of 75.00 feat to a 5/6" rapped rabor set 'SMW. themes S
ie.x 29.00.12' E a distance of 75,00 feet to 0 5/8' capped rebar out 'UW-. thencm S 675946' W a dislrmce of 32.50 feet to
! _ the Point of Beginning of an Ingress/Egress & Utility Easement being 30 feet it width and lying 15 feet each aide of the
-Yj HGfiETE PAI �� I following described centerfnc; thane S 38'17'07' E a distance of 125.70 feet to a point. thence N 5527'12• E a dhstanco
UU?Sft PAD - of 86.72 feet to a point; thence N 06*20'14" E a distance of 4356 feet to a point thence N 1874354' W a distance of
90. 08'
67 fast to a point; thence N 59'48- W a distance of 48.01 foot to a point thence N 194328'E a dtoto ce of
�.� / i 5472 foal, more or lase, to the Paint of Endmg on the soulhery righl--of-way of Evorgwre Drive. Sold descn'6od easement
conEoins 0.31 acme, nom or hose.
/ FLOOD NOTE
The subjectproperty appears to fro to Zone •X' of the Flood Insurance Rote Map Community Panel Na. 050161 0 F.
which beearsm an effective data of October 19, 2001 and IS NOT In o secial
p}Ipad ha;tardaxord 063 cow. No fhid moaauremnnls xere
used in this determination and an elevation certffhcale may be needed for verirlaatloo.
• r SURVEYOR'S CERTIFICATION
w -� ��ttttrrrrr
� / �IjJ To vert:an Ffiralesr
This Is to certify that this map or plat and the survey on which it is based were made In accordance with 'Minimum
`� r • •' Standard Dela& Requirements for ALTA/AGSM Land Title Surveys; joir0y established and adopted by ALTA, ACSM and NSPS in
ASPHALT PARKING �� sae S1�ilS ��'' ;� 1699, and includes Remo 1-6. 10-12 of Table A themvf. Pursuant to the A,=rgcy Standafds as adopted by ALTRI NSPS,
i r - a
ARM
�iA�V��ee�pp and ACSM and in effect on the date of this certification, undanlgned further eerWors that;
ARMSAS
/ sa ��� o • 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.
ST. MARKS CHURCH AR
"d
916 5767A
SEC. 35, T -2-N, R -13-W
.wyr til: William L_ Howeit PULASKI COUNTY, ARKANSAS
� 1
,y. Arkansas Regtste No. 1425
ifZl;i pM LAP` ,,`�ti�
I
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.CU71
VERIZOA WIRELESS
TENNESSEEPARTNERSHIP
M STREET
3100 WEST END AVENUE
SUITE 1100
N NASHVILLE, TN 37203
STREET APPROVALS
PAMELA DRIVE
CARRIER
VERIZON
WIRElAF=.:FSS
EVERGREEN DRIVE LANDLORD
LEASING
PROJECTCONSTRUCTION
LuNPARTNERSHIP SITE
Lu
N PROJECT NO.
a
( HERE/N AFTER REFERRED TO AS "LESSEE") En
N DRAWN BY: JAL
En
CHECKED BY: JOH
SITE NAME: ST. MARKS CHURCH LEGWD0 BLVD H STREET APPROVED BY:MDB
0 102/20/06 ISSUED FOR ZONING
REV DATE DESCRIPTION
P ROFE�531(J14F1tc.�iG I NE RR
C C,
TV Sl jNATtME & SEAL)
EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0198
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS/COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927"W
PHONE: (205) 956-0198 EXT.211
PHONE: (501) 225-4203T
IA �..
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
RADIO ENGINEER
1024 NORTH
MISSISSIPPI AVE.
MARK WHITAKER OR
POLICE DEPARTMENT
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
DAVID MASON
DIRECTIONS: FROM VERTZON SOUTHLAKE, TAKE 1.535 EAST TO 1.30- TAKE T-30 EAST TO LITTLE ROCK. PR.
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND CROUNDING OF ELECTRONIC EQUIPMENT
P U LAS K I COUNTY.:
LITTLE ROCK, A R
72207
FROM SI IN LITTLE ROCK TAKE ILES O VE AND PROCEED . T MILES TO WE 6A TURN RIGHT (NORTH)
ON MISSISSIPPI. PROCEED 1.1 MILES TO EVERGREEN STREET. TUR14 LEFT (4VE5T) AND THEN LEFT INTO LTTE
CONSTRUCTION ENGINEER
IEEEC62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS
"C3" "HIGH
CHURCH PARKING LOT. THE PROPOSED SITE IS UP THE HILL AND THEN ON THE RIGHT BEHIND THE FENCED
T -CELL#: 165767
(FOR LOCATION CATEGORY AND SYSTEM EXPOSURE'S
DUMPSTER.
DRAWING INDEX
APPLICANT ADDRESS
SITE INFORMATION
APPLICABLE BUILDING CODES AND STANDARDS
01
TITLE SHEET
VERIZON WIRELESS TENNESSEE PARTNERSHIP
500 WEST DOVE ROAD
SYSTEM: LITTLE ROCK BTA
T -CELL#: 165767
CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE. AND LOCAL CODES AS
02
OVERALL SITE LAYO UT PLAN
SOUTH LAKE, TX 76092
CONTACT: JIM VENDITTE
SCOTT CATES
ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE e
AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE CF CONTRACT AWARD SHALL GOVERN THE
GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
PHONE: (501) 258-1379
PHONE: (800) 368-3749
DESIGN.
03
SITE LAYOUT PLAN
PROJECT MANAGER
CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
04
TOWER ELEVATION & ANTENNA MOUNTING
EXCELL COMMUNICATIONS, INC.
PROPERTY OWNER
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
ANIER[CAN INSTITUTE OFSTEEL CONSTRLICTION(AISC), MANUALS OF STEEL CONSTRUCTION, ASD, NINTH
rlCZ
cITrZ I nnimrnpF PI AN
6247AMCOMMULSROAD
BIRMINGHAM, AL 35173r^n
ST. MARKS EPISCOPAL CHURCH
1000 NORTH MISSISSIPPI AVE
EDITION
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL
0 102/20/06 ISSUED FOR ZONING
REV DATE DESCRIPTION
P ROFE�531(J14F1tc.�iG I NE RR
C C,
TV Sl jNATtME & SEAL)
EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0198
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS/COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927"W
PHONE: (205) 956-0198 EXT.211
PHONE: (501) 225-4203T
IA �..
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
RADIO ENGINEER
911 SITE ADDRESS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH
SYSTEM
MARK WHITAKER OR
POLICE DEPARTMENT
RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
DAVID MASON
1024 NORTH MISSISSIPPI AVE.
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND CROUNDING OF ELECTRONIC EQUIPMENT
(682) 831-3234
LITTLE ROCK, AR 72207
CONSTRUCTION ENGINEER
IEEEC62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS
"C3" "HIGH
FIRE DEPARTMENT
LITTLE ROCK FIRE DEPARTMENT
(FOR LOCATION CATEGORY AND SYSTEM EXPOSURE'S
JIM VENDITTE
(501)258-1379
POWER COMPANY:
ANSIT1.311, FOR TELECOM- DC POWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION
ENTERGY
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL,
IMPLEMENTATION MANAGER
900 S. LOUISIANA
METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS. THE MUST RESTRICTIVE REQUIREMENT SHALL
SCOTT CATES
LITTLE ROCK, AR
GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
(682) 831-3220
PHONE: (800) 368-3749
REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
CONSTRUCTION MANAGER
TELEPHONE COMPANY
TRACY REEVES
SOUTHWESTERN BELL
(682) 831-3245
#1 SHACKLEFORD
LITTLE ROCK, AR
PERMITTING
PHONE: (800)464-7928
ENGINEER: CHRIS KEATHLEY
0 102/20/06 ISSUED FOR ZONING
REV DATE DESCRIPTION
P ROFE�531(J14F1tc.�iG I NE RR
C C,
TV Sl jNATtME & SEAL)
EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0198
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS/COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927"W
BUILDING PERMIT:
PHONE: (501) 373-0954
SHEET TRLE
CITY OF LITTLE ROCK
CELL: (501) 324-0236
MARK WHITAKER OR
POLICE DEPARTMENT
TITLE
REX LYONS
723 W. MARKHAM ST, 2ND FLOOR
PULASKI COUNTY SHERIFF DEPARTMENT
SHEET
LITTLE ROCK, AR 72202
PHONE: (501) 340-6600
(501) 3714839
SHEET NUMBER
FIRE DEPARTMENT
LITTLE ROCK FIRE DEPARTMENT
01
S i
PHONE: (501) 3714829
EST. MAGNETIC
NORTH
1.72'±
m
W E
S
INSTALL NEW 6" THICK LIMESTONE —
GRAVEL & LANDSCAPE GEOTEXTILE
FABRIC INSIDE COMPOUND & EXTEND
1' OUTSIDE FENCE CONSISTING OF 2"
LAYER #57 LIMESTONE GRAVEL, ON
TOP OF 2" LAYER CRUSHER RUN, ON
TOP OF 2" BASE OF 2' TO DUST
COMPACTED.
NEW 75'x75' LEASE AREA
NEW 6' WIDE - -
LANDSCAPE BUFFER
NEW LANDSCAPING
SEE SHEET 05
NEW 8' HIGH -- - -
WOODEN FENCE
NEW SITE LIGHT
NEW LESSEE -
GENERATOR
NEW LESSEE 4'x10'
GENERATOR PAD
W
— NEW LESSEE
UTILITY RACK
,1 S:
a
NEW LESSEE �n
BATTERY CABINET
LESSEE FUTURE .'
BATTERY CABINET
0
0
0
0
0
0
SITE LAYOUT PLAN
SCALE: 3/16" = 1'-0" 22" x 34" PAPER SIZE
SCALE: 3/32' = 1'-0" 11' x 17" PAPER SIZE
-f
0
F
0
0
/o
6+,
NEW LESSEE
EQUIPMENT CABINET
LESSEE FUTURE
EQUIPMENT CABINET
1
0
i
C) �
0
0
0
0
NEW LESSEE 9'X16' PAD
} NEW LESSEE ICE BRIDGE
PROPOSED 120' STEALTH TOWER
LAT: 34 45' 45.135" N
LON: -92' 21' 35.927" W
ELEV. 482.2' AMSL
NEW LESSEE METER ON NEW
UTILITY H -FRAME
NEW LESSEE 12'
WIDE GATE
NEW 12' WIDE
ASPHALT DRIVE
CENTERLINE OF NEW 30'
WIDE ACCESS/UTILITY EASEMENT
THIS PLAN IS BASED ON A SURVEY BY SMW
ENGINEERING GROUP, INC. DATED 06/01 /05.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
VERIZON WIRELESS
TENNESSEEPARTNERSH/P
3100 WEST END AVENUE
SUITE 1100
NASHVILLE, TN 37203
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: JAL
CHECKED BY: JOH
APPROVED BY: MDB
0 I,02f20/0j ISSUED FOR ZONING
REV DATE I DESCRIPTION
PROFE�i�GkNEER
8g T-1 �
y RI{AKSAS
�� •r
{ r,EGISTERED
PROFESSIONAL
EI�!GINEER
a
1n a
[W)TVAIAD
SJR
" 47-44�-.
EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0196
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS I COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927"W
SHEETTIT E
SITE LAYOUT
PLAN
SHEET NUMBER
03
D
L
c
r
7
r
L
2
c
I
TOWER It
TOWER ELEVATION
DETAIL, 1
NTS _
NEW LESSEE
ANTENNAS O�
NEW MOUNT
—.1 120'
TH TOWER
TWO ANTENNAS PFR SECTOR
TOWER MOUNTING
PLAN VIEW
SECTION A
NOTES:
1. ALL AZIMUTHS ARE
REFERENCED FROM
TRUE NORTH
2. ANTENNA MOUNTS
SHALL BE
INSTALLED PER
MANUFACTURER'S
RECOMMENDATIONS
EST. MAGNETIC
1.72'±
m
W E
S
UERIZON WIRELESS
TENNESSEEPARTNERSH/P
3100 WEST END AVENUE
SUITE 1100
NASHVILLE, TN 37203
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: JAL
CHECKED BY: JOH
APPROVED BY: MDB
0 0212006 ISSUED FOR ZONING
REV DATE DESCRIPTION
PROF F" NGINEER
p"RKA N d!5 S
6 � f[EGiaTERE7 k
j PROFESSIONAL N
ENGINEER }!
K >Ir 9
DTA 'a
A7LIRE 4WARE
'40W7_94 iiE
mummpmopm EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0196
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
STTE ADDRESS! COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927"W
SHEET71LE
TOWER
ELEVATION &
ANTENNA MOUNTING
SIIEcI NW UA
04
EST. MAGNETIC
NORTH
1.72't
W E
S
V?4.
101
I1 �
INSTALL NEW 6" THICK LIMESTONE
GRAVEL & LANDSCAPE GEOTEXTILE
FABRIC INSIDE COMPOUND & EXTEND
1' OUTSIDE FENCE CONSISTING OF 2"
LAYER #57 UMESTONE GRAVEL, ON
TOP OF 2' LAYER CRUSHER RUN, ON
TOP OF 2' BASE OF 2" TO DUST
COMPACTED.
INSTALL 2" MIN. LAYER CLEAN Q 0
PINESTRAW MULCH (TYP) 0 0
Qd a
0 0
O
IN
INSTALL NEW RED MAPLE
TREES AT 27'-0" O.C., MIN_
2" CALIPER WHEN PLANTED.
SEE PLANT LIST TABLE &
TREE PLANTING DETAIL
THIS SHEET
INSTALL NEW 7 GAL.
} ELEAGNUS SHRUBS AT 4'-0"
O.C., MIN. 30" TAU_ WHEN
PLANTED. SEE PLANT UST
TABLE & TREE PLANTING
DETAIL THIS SHEET
o00\
0
sge °
woj
0
1
THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN
ENGINEERING GROUP, INC. DATED 06/01/05. SCALE: 3/16" = 1'-0"
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
4" TALL, 36" DIAMETER EARTH SAUCER
TO RETAIN MULCH. 3" DEEP LAYER
SHREDDED BARK MULCH AROUND TREES
elo
R TOPSOIL MIXTURE TAMPED
SCARIFY SIDES — BALL FIRM TO PREVENT SETTLEMENT
BEFORE PLANTING 5 TIMES SX
ROOTBALL
TREE PLANTING DETAIL
PLANTING LIST
QUANTITY
SCIENTIFIC COMMON
NAME NAME
MATURE SIZE
(HT x WT)
B
"AGER RUBRUM" RED MAPLE
60 FT x 20 FT
62
"ELEAGNUS PUNGENS" ELAEAGNUS
6 FT x 4 FT
PINESTRAW MULCH – 2" SETTLED LAYERS OF CLEAN STRAW
GENERAL PLANTING NOTES:
1. ALL PLANTS 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.
6. 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 REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE
SAME SPECIES, OUANTTYY, SIZE AND MEETING ALL SPECIFICATIONS.
13. STANDARDS SET FORTH IN AMERICAN STANDARD FOR NURSERY STOCK LATEST EDITION,
REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE 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/ZONW/RELESS
TENNESSEEPARTNERSH/P
3100 WEST END AVENUE
SUITE 1100
NASHVILLE, TN 37203
APPROVALS
CARRIER
LANDLORD
LEASING
CONSTRUCTION
PROJECT NO:
DRAWN BY: JAL
CHECKED BY: JOH
APPROVED BY: MOB
L�j�" �KMUS Tt * w
EGISTERED
! PROFESSIONAL
ENGINEER
� � * A. /
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P F
(NOT VALID WITHOUT IGNATUFIE & SEAL)
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EXCELL COMMUNICATIONS, INC.
6247 AMBER HILLS ROAD
BIRMINGHAM, ALABAMA 35173
PHONE: 205.956.0198
FAX: 205.956.2632
ST. MARKS
CHURCH
165767
LITTLE ROCK BTA
SITE ADDRESS / COORDINATES
1024 NORTH
MISSISSIPPI AVE.
LITTLE ROCK, AR 72207
LAT: 34°45'45.135"N
LON:-92°21'35.927 W
SITE LANDSCAPE
PLAN
SHEET NUMBER
05