HomeMy WebLinkAboutZ-7143 MapDATE ISSUED:
A PROJECT FOR:
01/04/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
A ISSUE FOR ZONING 01/04/02
PROPERTY OWNER :
EDWIN LEE ROSS
#9 NOB HILL COVE
LITTLE ROCK, AR 72205
(501) 224-6977
INSPECTIONS DEPARTMENT :
CITY OF LITTLE ROCK BLDG. CODES
2ND FLOOR
723 W. MARKHAM
LITTLE ROCK, AR 72201
(501) 371-4826
lee Oct
v
PROPOSED
SITE
LAKE
PATRICIA o
ti
VICINITY MAP
WEB
COMMUNICATIONS
BASE TRANSCEIVER SITE
ARI 70P
COLONEL GLENN
17109 COOPER ORBIT ROAD
LITTLE ROCK, AR 72210
POWER :
EN TERGY
JAY HARTMEN
(800) 368-3749/(501) 918-6558
TELCO :
SOUTHWESTERN BELL
DENNIS HILL
(501) 373-1149
ZONING JURISDICTION
CITY OF LITTLE ROCK
_TAX MAP NUMBER :
TAX MAP # 44R-018-00-014-00
PROJECT DESCRIPTION
WEBB COMMUNICATIONS PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS
FACILITY FOR THE OPERATION AND MAINTENANCE OF TELECOMMUNICATIONS EOUIPMENT. THE
SCOPE OF WORK WILL INCLUDE SITE PREPARATION, TOWER EREC—PON AND INSTALLATION OF THE
EOUIPMENT COMPOUND AS OUTLINED IN THESE CONSTRUCTION DOCUMENTS. THE SCOPE
OF WORK WILL ALSO INCLUDE THE INSTALLATION OF ALL ASSOCIATED ELECTRICAL AND
TELECOMMUNICATIONS EQUIPMENT.
DIRECTIONS:
FROM LITTLE ROCK TAKE 1-430 SOUTH TO EXIT NO.4
(COLONEL GLENN ROAD). EXIT RIGHT ONTO
COLONEL GLENN ROAD AND PROCEED 1.6 MILES TO
COOPER ORBIT ROAD. FOLLOW COOPER ORBIT ROAD
FOR APPROX.1.3 MILES PAST LAKE NIXON TO ACCESS
ROAD ENTRANCE TO SITE ON RIGHT, JUST BEFORE
GAS PIPELINE POLE.
O
PREPARED BY: CartermumBurgess
CARTER &
BURGESS, INC.
Brookfield
Corporate Center
201 Brookfield Parkway
Suite 200
Greenville,
S.C. 29607
(864) 329-8500
DRAWING INDEX
SURVEY
V1.01 SITE SURVEY
CIVIL
C0:01 GENERAL NOTES AND SYMBOLS
C2.01 SITE LAYOUT PLAN
C5.01 SECURITY FENCE DETAILS
C5.03 LANDSCAPE DETAILS
C7.01 TOWER ELEVATION AND RF CONFIGURATION SHEET
7,,07lq3
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Parent Parcel (as per Warranty Deed recorded at Book 805 Page 153 in Pulaski County
Circuit Clerks office)
Alt of SE 114 NW 114. Section 18, Township I North, Range 13 West. tying East of rho
eenlertina of the County Road, which road is described in a warranty deed 0zocutod
Manh 29, 1959 by CB. Smith and MyrUc C. Smith. Grantors, to Albert B. Corder and
Jeannette F. Corder , Grantees and further described in a easament axeculed on January 11,
1962 by C.B. Smith, Myrtle C. Smith. Albert B. Corder and Jeanette F. Corder, the said
lands herein conveyed containing approximately 38 acres more or less. Subject to
existing right-of-ways and easements of record.
BASIS OF BEARINGS.•
STATE PLANE COORBFNATES Feb Communications Lease Parcel
ARKANSAS NORTH ZONE
0 50 1 0
SCALE. 1"= 50'
Part of the SE 114 NW 114, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more
particularly described as follows;
Commencing at the NE corner of said SE 114 HE 114, thence Saulh 01'13'35" West, along
the East lino of said SE 114 NE 114, a distance of $34.20 fuel; thence North 88"46'25"
West, a distance of 115.14 feet to the Point of Beginning: thence South 01.13'35' West, a
distance of 100.00 feet; thence North 88.46'25" West, a distance of 100.00 feet; thence
North 01'13'35" East, a distance of 100.00 fbet; thence South 88.46'25" East, a distance
of 100.00 feet to the Point of Beginning, containing 0.230 acres, more or less.
FOUND 518" REBAR
•
NW CORNER
;
SE 114 NW 114
+
SECTION 18
4
T -1-N, R -13-W 00
------------ T •���X_
-®~
TELEPHONE PEDESTAL
n
FIRE HYDRANT
ft
GAS METER
------�
,tu�
DROP INLET GRATE -10
RADIUS=50.00'
HANDICAP PARKING
ARC=60.93'
CHORD=N54'04'46"W 57.23'
w
\ elg l
CONCRETE
CONC.
GUY WIRE ANCHOR -
1`•,
l COOPER ORBIT ROAD
-L=
SOUTHWESTERN BELL
AI
RADIUS=50.00'
ARC=46.55'J
CHORD=N45'41'25"W 44.88'
50' WIDE ARKLA
I
i:l
Telephone Easement for Web Communications
WIDE AP&L EASEMENT
Part of the SE 114 NW 114, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more
particularly described as follows;
Cam'mencing at the NE corner of said SE 114 NW f/4. thence South 0173'35' West, along the East
line of said SE 114 NW t14, a distance of 234.20 feet; thence North 88'46'25"' West, a distance of
215.14 feet; thence South 0173'35" West, a distance of 100"00 fast; thence North 88'48'25" West, a
distance of 117.50feet to the Paint of Beginning of a 35 foot wide Telephone Eaaomanl, tying 17.50
feat oath side of the f)iiowing described cenlvriina; thence North 01.13'35" Eoal, a distance of 50.00
fSlet., thence North 54.05'36" West, a distance of 165.73 fact; theme North 44'33'13" West, a dislanca
of 53"Ot feet; thence along a nerve to the Left having a 'radius of 50.00 foci an am Length of 29.93
fact and a chord which boars North 61'42'06" West, a distance of 29.48 Mg: thence North 78151'00"
West, a distance of 88.64 feet: thence along a curve to the left having a 100.00 feet an arc length
of 53.08 fret and a chard which bears South 83'04'48" West, a distance of 62.04 fiat; thence South
66'00'37" West, a distance of 185.78 fFet; thence along a curse to the right having a radius of 50.00
per an arc length of 29.14 and a chord which bears North 89'31'29" West 28.73 feet; thence North
72.40'15" West, a distance of 248.20 feet; thence along a curve to the right having a radius of 50.00
feet an arc length of 46.55 fuel and a chord whish bears North 45'4125" West 44.88 fieri; Chance
North 19'43'40" West. a distance of 60.75 put; thence along a curve to the left having a radius of
50.00 feel, an aro length of 60.93 fief and a chord which bears North 54.04'46" West 57.23 finel;
thence Norah 88.59'14" West. a distance of 207.54 feet to the cenlartine of Cooper Orbit Road, and the
Point of Termin.alion.
Flood Information
This properly is located in Zone "C', according to the Flood Insurance Pala Map Community Panel
Number 060179 0390 D, dated July 16,1996.and is not within the 100 Year Flood Plain"
W
Ingress and Egress Easement for Web Communications
Part of the SE 114 NW 114, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more particularly
described as follows;
Commencing at the NE corner of said SE 114 NW 114, thence South 01.13'35" West, along the East
line of said SE 114 NW 114, a distance of 234.20 fact; thence North 88'46'25" West, a distance of
215.14 feel; !hence South 01.1335" West, a distance of 100"00 feel; lhento North 88'46'26" West, a
s
7 to n a 35 of wide In ss and E x Eaxeraenf
distance o 71 et the Point o Beginning a
alone SO 9'+e 9^e
I fe 19 9 J fi
lying f7.50 feet each side of the following described centerline; thence North 01.13'35" Etat, a
distance of 50.00 feet: thence North 54'05'36" West, a distance of 155.73 juel: thence North 44.33'13"
West, a distance of 53.01 feet; Mama along a curve to the left having a radius of 50.00 feet an are
length of 29.93 fool and a chord which bears North 61.42'06" West, a dislance of 29.18 feel; thence
North 78.51'00" Wast. a distance of 88.64 feel: !hence along a curve to the taft having a 100.00 feet
an arc length of 63.08 feet and a chord which bears South 83.04'48" West, a distance of 62.04 feet;
thence South 65.00'37" West, a distance of 185.78 feet; thence along a curve to the right having a
radius of 50.00 feet an arc length of 29.14 and a chord which bears North 89.31'29" West 28.73 feet;
!hence North 72.40'15" West, a distance of 248.20 feet; thence along a curve to the right having a
radius of 50.00 feet an arc length of 46.55 feet and a ch" which bears North 45.41'25" West 44.88
feet; thence North 19'43'40" West, a distance of 60.75 feet; thence along a curve to the left having a
radius of 50.00 feet, an arc length of 60.83 feet and a chord which bears North 54'04'46" West
57.23 feel; thence North 88.59'14" West, a distance of 207.94 feet to the centertine of Cooper Orbit
Road, and the Point of Termination.
Electric Easement for Web Communications
Part of the SE 114 NW 114. Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more particularly
described as follows;
Commencing at the NE corner of said SE 114 NW 114, thence South 01.13'35" West, along the East
line of said SE 114 NW 114, a distance of 234.20 feat; thence North 88.46'25" West, a distance of
215.14 fart; thence South 01'13'35^ West, a distance of 100.00 fief; thane North 88.46'25" West, a
durance of 117.50feet to the Point of Beginning of a 35 jolt wide Electric Easement. lying 17.50 feet
each side of tha following described centerline; thence North 01'13'35' Sasf, a distance of 50.00 feet;
lhencr North 54.05'36" West, a distance of 165.73 fort; the we North 44.33'13" West. a distance of
53"01 feet; !hence along a curve to the left having a radius of 50.00 feat an am lon9lh of 29.83
put and a chord u.Jzich bears North 61•d2'06" Wast, a distance of 25.48 feet; thence North 78'51'00"
West, a distance of 88.64 fiat; thence along a curve to the def[ having a 100.00 feet an arc length
of 63"08 feet and a chord which bears South 83'04'48" West, a distance of 62"04 feet; thence South
65'00'37" West, a distance of 185.78 feet; thence along a curve to the right having a radius of 50.00
feet an arc length of 29.14 and a chord which bears North 89.31'29" West 28.73 feet; thence North
72'40'15" West, a distance of 248.20 feet; thence along a curve to the right having a radius of 50.00
feet an arc length of 46.55 feet and a chord which bears North 45'41'25" West 44.88 feet; thence
North 19.43'40" West, a distance of 60.75 feet; thence along a curve to the left having a radius of
50.00 feet, an arc length of 60.93 feet and a chord which bears North 54'04'46" West 57.23 feet;
thence North 88'59'14" West, a distance of 207.94 feet to the centerline of Cooper Orbit Road, and the
Point of Termination
E
LEGEND
SET 1/2" REBAR
•
POWER POLE
;
LIGHT POLE
+
SIGN
4
WATER VALVE
SANITARY SEWER MAN -HOLE
-®~
TELEPHONE PEDESTAL
n
FIRE HYDRANT
ft
GAS METER
WATER METER
DROP INLET GRATE -10
HANDICAP PARKING
`
CONTROL POINTS -&
CONCRETE
CONC.
GUY WIRE ANCHOR -
POINT OF BEGINNING-P.O.B.
UTILITY CONTACT
w�. CHORD--N54'09'24"W 16.68'
-L=
SOUTHWESTERN BELL
PROPOSED 12'
501-373-1149
�� �• . ,
ENTERGY
800-368-3749
ARKANSAS ONE -CALL
1-800-482-B998
I HEREBY CERTIFY TO:
WEB COMMUNICATINS, INC.
SITEEXCELL, LLC
BEACH ABSTRACT & GUARANTY COMPANY.
DISTANCES ARE GIVEN IN FEET AND DECIMAL PARTS
THEREOF UNLESS OTHERWISE NOTED AND WERE TAKEN
FROM THE PLAT AND DEEDS HEREIN NOTED. SURVEYED
DECEMBER 2001. THIS PLAT WAS PREPARED UNDER MY
SUPERVISION AND IS CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF.
i
!UH]AIV N S` RFLS 0 1415
FOUND CONCRETE MONUMENT
NE CORNER
SE 114 NW 114
SECTION 18
T -1-N, R -13-W
ELECTRIC TRANSMISSION LINE
SPMAL EXC �7'ItlNS AS AER TITLE COMMITMENT NO. 200f2a5$ SCNEOULE 8
1. DOES NOT APPLY TO SURVEY
2. SUBJECT TO RESERVATIONS OF MINERAL CONTAINED IN WARRANTY DEED EXECUTED
BY ST. LOUIS IRON MOUNTAIN & SOUTHERN RAILWAY CO., TO T.J. PRITCHARD AND A.S.
PRITCHARD, FILED FOR RECORD OCTOBER 24, 1898, RECORDS OF PULASKI COUNTY,
ARKANSAS.
3. EASEMENT EXECUTED FEBRUARY 18, 1983, FROM EDWIN L ROSS TO ARKANSAS
LOUISIANA GAS COMPANY, FILED FRO RECORD APRIL 5, 1983, AND RECORDED AS
INSTRUMENT NO. 83-15579, RECORDS OF PULASKI COUNTY, ARKANSAS. AS SHOWN ON
SURVEY.
4. EASEMENT IN FAVOR OF ARKANSAS POWER & LIGHT COMPANY AS SETOUT IN
JUDGMENT RENDERED OF CIRCUIT COURT CASE NO. 44452, RECORDS OF PULASKI COUNTY,
ARKANSAS. AS SHOWN ON SURVEY.
PROPOSED 150'MONOPOLE
LAT. N3443'32.14"
LONG. W 9226'21.12"
GROUND ELEVATION 554.04
POB LEASE PARCEL
S88'46'25"E 100.00' N88.46'25"W
EB_F_
115.14'
a COMMUNICATIONS
a LEASE
PA{tCEL c
RADIUS=100.00'
I Clio
o
ARC =63.08'
^ y
CHORD=S83.04'48"W 62 04'
35' INGRESS. EGRESS, ELECTRIC AND TELEPHONE EASEMENT
100.00'
- _
r -
RADIUS=50.00'
ARC -4& 93'
CHORD--N61'42'06"W 29.48'
Z
8,51-00•.•
� W-
@�_"__
`
_
RADIUS=50"00'
ARC -16.76'
=¢5i0fl .8�.---"'
w�. CHORD--N54'09'24"W 16.68'
PROPOSED 12'
GRAVEL ROAD
�� �• . ,
RADIUS=50.00'
-`
ARC=29.14'
CHORD=NB9'31'29"W 28.73'
ELECTRIC TRANSMISSION LINE
SPMAL EXC �7'ItlNS AS AER TITLE COMMITMENT NO. 200f2a5$ SCNEOULE 8
1. DOES NOT APPLY TO SURVEY
2. SUBJECT TO RESERVATIONS OF MINERAL CONTAINED IN WARRANTY DEED EXECUTED
BY ST. LOUIS IRON MOUNTAIN & SOUTHERN RAILWAY CO., TO T.J. PRITCHARD AND A.S.
PRITCHARD, FILED FOR RECORD OCTOBER 24, 1898, RECORDS OF PULASKI COUNTY,
ARKANSAS.
3. EASEMENT EXECUTED FEBRUARY 18, 1983, FROM EDWIN L ROSS TO ARKANSAS
LOUISIANA GAS COMPANY, FILED FRO RECORD APRIL 5, 1983, AND RECORDED AS
INSTRUMENT NO. 83-15579, RECORDS OF PULASKI COUNTY, ARKANSAS. AS SHOWN ON
SURVEY.
4. EASEMENT IN FAVOR OF ARKANSAS POWER & LIGHT COMPANY AS SETOUT IN
JUDGMENT RENDERED OF CIRCUIT COURT CASE NO. 44452, RECORDS OF PULASKI COUNTY,
ARKANSAS. AS SHOWN ON SURVEY.
PROPOSED 150'MONOPOLE
LAT. N3443'32.14"
LONG. W 9226'21.12"
GROUND ELEVATION 554.04
POB LEASE PARCEL
S88'46'25"E 100.00' N88.46'25"W
EB_F_
115.14'
a COMMUNICATIONS
a LEASE
PA{tCEL c
SE CORNER
SE 114 NW 114
SECTION 18
T -1-N, R -13-W
General Notes:
This survey "does not imply to be a
boundary survey of the parent tract".
q
CARTER & BURGESS, INC.
Brookfield Corporate Center
201 Brookfield Parkway
Suite 200
Greenville, SC. 29607
(864) 329-8500
S T ERfi�
STATE OF
ARKANSAS '
NO. 1415
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
I/S�SUES/REVISIONS:
AA ISSUE FOR ZONING 01/04/C
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SHEET CONTENTS:
SITE SURVEY
SHEET NUMBER:
V1.01
yIC
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1V88.46'2S'
100.00'
POB EASEMENTS
Z
SE CORNER
SE 114 NW 114
SECTION 18
T -1-N, R -13-W
General Notes:
This survey "does not imply to be a
boundary survey of the parent tract".
q
CARTER & BURGESS, INC.
Brookfield Corporate Center
201 Brookfield Parkway
Suite 200
Greenville, SC. 29607
(864) 329-8500
S T ERfi�
STATE OF
ARKANSAS '
NO. 1415
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
I/S�SUES/REVISIONS:
AA ISSUE FOR ZONING 01/04/C
4
w
SHEET CONTENTS:
SITE SURVEY
SHEET NUMBER:
V1.01
CIVIL SYMBOLS
EXISTING
ITEM
NEW
❑
POWER POLE WITH LIGHT
LIGHT POLE
0
POWER POLE
T
GUY ANCHOR
— OHE —
OVERHEAD ELECTRIC
—OHE—
ELECTRIC MANHOLE
COMMUNICATIONS MANHOLE
0
UTILITY BOX
L
BUILDING
L
0
POST
SIGN
0—
GAS METER
�a
GAS VALVE
..
—G—
GAS LINE
9" G-
-SS--&
SANITARY SEWER LINE
& MANHOLE
SANITARY SEWER
CLEAN OUT
FIRE HYDRANT
+
�{
D-4
POST INDICATOR VALVE
—yVD EEI
WATER LINE & VALVE
6— W_
WATER METER
FIRE WATER LINE
—FW-
--
ABANDONED UTILITY
CULVERT WITH HEADWALLS
�4
STORM DRAIN
—�=—
STORM DRAIN HEADWALL
®
AREA INLET
STORM DRAIN MANHOLE
(L DRAINAGE DITCH
FLOW DIRECTION
-�
CONTOURS
—170 —
GRADING LIMITS
X 712.13
SPOT ELEV.
713.1r
SIDEWALK/GRAVEL
;
CONCRETE PAVING
ASPHALT SURFACE COURSE
- —
CURB & GUTTER
--
EDGE OF PAVEMENT
CHAIN LINK FENCE
x x
ITEM TO BE REMOVED
/
HCRKING PARKINGRIPING
I N6,
HC RAMP
BOLLARD
•
FENCE
x x
IRON PIN SET
p
rWYI
WOODS
SILT FENCE
—SFsr—
NOTE :
THIS IS A GENERAL LEGEND.
SOME ITEMS MAY NOT APPLY,
GENERAL NOTES
1. THE FACILITY IS AN UNOCCUPIED WIRELESS
FACILITY.
2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED
TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS
NOTED OTHERWISE. THE WORK WALL INCLUDE
FURNISHING MATERIALS, EQUIPMENT
APPURTENANCES, AND LABOR NECESSARY TO
COMPLETE ALL INSTALLATIONS AS INDICATED ON
THE DRAWINGS.
3. PRIOR TO THE SUBMISSION OF BIDS, THE
CONTRACTORS WILL VISIT THE JOB SITE AND BE
RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS AND DIMENSIONS,- AND
CONFIRMING THAT THE WORK MAY BE
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING
WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO
BE BROUGHT TO THE ATTENTION OF THE
IMPLEMENTATION ENGINEER AND
ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH
THE WORK.
4. WRITTEN AUTHORIZATION IS REQUIRED BEFORE
OEFENEOGOR IOENTFIE6 BYTHENCONTTRRACTY
DOCUMENTS.
5. CONTACT LOCAL DIGGERS HOTLINE 48 HOURS PRIOR
TO PROCEEDING WITH ANY EXCAVATION, SITE WORK
OR CONSTRUCTION.
6. INSTALL ALL EQUIPMENT AND MATERIALS IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS UNLESS SPECIFICALLY
INDICATED
TIONOS TAKESPRECEDE IRE LOCAL CODES OR
7.
IN
9. ERVISE AND
DDIICTNTHE CONTRACTOR WILL TP
WORK, USINTHE BEST SKILLS AND
ATTENTION. THE CONTRACTOR WILL BE SOLELY
RESPOIa518LE FOR ALL CONSTRUCTION MEANS.
METHODS I TECHNIQUESEQUENCES AND
PROCEDES AND FCOORDINATING ALL
'OR DNS OV THE WORK UNDER THE CONTRACT
INCLUDING CONTACT AND COORDINATION WITH THE
IMPLEMENTATION ENGINEER AND WITH THE
LANDLORD'S AUTHORIZED REPRESENTATIVE.
9. DETAILS ARE INTENDED TO SHOW END RESULT OF
�INOR
OSSpIT MJ08 DIMENSIO S�OR CONDITIONSONS MAY BE
SUCH MODIFICATIONS WALL BE INCLUDED AS PART
OF THE WORK.
10. REPRESENTATIONS OF TRUE NORTHL OTHER ,THAN
I WILL RELY SOLELY ON E
1RAWANG AND ANY
AT THE SITE FOR THE
E NORTH. AND WILL NOTIFY
FOR
CarwraBurg"s
CARTER & BURGESS, INC.
BrowW.1 Cogwoin CmW
201 Brookfied Pcrk"y
Supe 200
Grmmnvgl& S.C. 29507
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
IIS�SSUES/REVISIONS:
/A�1S WE FOR ZONING 01/04L02
SHEET CONTENTS:
GENERAL NOTES
AND SYMBOLS
SHEET NUMBER:
C0.01
(D (D reA (D
Q ��I� �q
GI
1 I IIEX CASSINE
LLL t�� G I DAHOON HOLLY ❑
PROPOSED 8' HIGH (OR APPROVED EQUAL)
I OPAQUE WOODEN FENCE I SPACE ® 30" O.C. MAX. 1
SEE C5.01 W HEIGHT AT PLANTING = 30" I
I ❑ p SOEE CS 03UANTITY- 134 EA.
0
1 25.5'
I I
X.
I I I I
II
II �+ o Q I
T I PROPOSED NEXTELI
\ PARTNERS EQUIPMENT I
_ - I SHELTER (10.0' x 20.0') G.I
MULTI -TENANT UTILITY RACK
(4 GANG METER CENTER AND
TELCO DEMARK BOX) I�
50.0' fel
PROPOSED 150'
MONOPOLE TOWER
SEE C7.01
IIEX OPACA
AMERICAN HOLLY
SPACE ® 50' O.C. MAX.
2" MIN. CALIPER AT PLANTING
MIN. HEIGHT AT MATURITY = 20'
QUANTITY = 8 EA. —7
SEE C5.03
0❑
r "
' GENERAL NOTES carten=rsurgess
CARTER &BURGESS, INC.
1. SEE C0.01 FOR GENERAL NOTES AND SYMBOLS. Brookfield Corporate cuter
201 Brookfield Parkway
Suite 200
2. SEE SURVEY FOR LIMITS OF LEASE AREA AND Greenville, S.C. 29607
o w ADDITIONAL SURVEY INFORMATION. (e64) az9-esoo
opo
3. DISTURBED AREAS TO BE SEEDED AND MULCHED
IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION. �0
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m
wI �I
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I � I
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PROPOSED
WEB COMMUNICATIONS, INC.
LEASE PARCEL (100'X100')
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AR170P COLONEL GLENN Z1, �� f�•
105,74
150' MONOPOLE TOWER O �j
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LAT. =SEE RF CONFlG SHEET ~>ws� S Ho -&I
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LONG. =SEE RF CONFIG SHEET
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Flood Information +�+ c) F AUT..•
This property is located in Zone "C", ��%
according to the Flood Insurance Rate % �
Map Community Panel Number 050179
0380 D, dated July 16,1996,and is not
within the 100 Year Flood Plain. � LL_ CARTER &
BURGESS D
No. 68 \
PROPOSED 6'
BUFFERYARD •�`
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01104/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
A ISSUE FOR 2C•VIHG 01/46�02
SHEET CONTENTS:
SITE
LAYOUT PLAN
_ N
GRID
0 10' 20' 30' NUMBER:
SHEET
GRAPHIC SCALE: 1" = 10'-0"
C2
4. PLACE STONE TO ENSURE PROPER DRAINAGE AWAY FROM
CONCRETE PAD AND EQUIPMENT.
1EI�t��i
■ _ �����'~�+
77
.01
8'-0"
(MAX. PER PANEL)
_OW PINE
TOP ELEVATION OF FENCE
T
WOOD FENCE - FRONT VIEW WOOD FENCE - REAR VIEW
i WOODEN SECURITY FENCE
C5.01 SCALL: NTS
6"x6" GROUND CONTACT
PRESSURE TREATED POST 8'-0" TOP ELEVATION OF FENCE
TO REMAIN CONSTANT
�1"x6" YELLOW PINE
YELLOW PINE
GROUND CONTACT
SURE TREATED POST
BRACING (TYP)
FENCE NOTES
v
M 1. POSTS TO SET IN 3000 PSI CONCRETE. BOTTOM OF
CONCRETE TO BE 6" MIN. FROM BOTTOM OF POST.
0 2"x4" BRACING (TYP) 2. PROVIDE TWO GATE KEEPER HOLD OPEN DEVICES FOR SWING GATES.
00 GATE KEEPERS TO ALLOW GATES TO OPEN APPROX. 180 DEGREES.
SEE DETAIL ON THIS SHEET
3. CONTRACTOR TO SUPPLY AND INSTALL A "STYMIE" LOCK
MECHANISM SUPPLIED BY:
JON EAKER
EAKER CONSTRUCTION
CHARLOTTE, NC
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8' GATE -REAR VIEW
(MWOODEN SECURITY FENCE GATE
05.01 SCALE:NT$
WOOD FENCE - PLAN VIEW
GATE KEEPER DETAIL
3 TO HOLD GATES OPEN
C5.01 SCALE: NTS
6"x6" GROUND CONTACT
PRESSURE TREATED POST
CarternBurge"
CARTER & BURGESS, INC.
Brookfield Corporate Center
201 Brookfield Parkway
Suite 200
Greenville, S.0 29607
(864) 329-8500
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
a ISSUE FOR ZONING _01/04L02
SHEET CONTENTS:
SECURrrY
FENCE DETAILS
SHEET NUMBER:
C5.01
THOROUGHLY WATER
ALL EXISTING GRASSED AREAS PLANT PRIOR TO
DISTURBED BY THIS WORK TO PLANTING AND
SET PLANT JUST
BE GRASS -SEEDED. BELOW EXISTING IMMEDIATELY AFTER
PLANTING.
SOIL LEVEL TO
FORM WATERING
BASIN. KEEP STEM
SECURITY 5,`0. FREE OF MULCH PINE BARK
FENCING
AND SOIL AFTER MULCH
LANDSCAPED PLANTING.
AREA —
PINE BARK
MULCH
EXISTING SUBSOIL
GEOTEXTILE FABRIC
MIRAFI 50OX OR
APPROVED EQUAL
1 MULCHING DETAIL AT FENCE
C5.03 SCALE:NTS
RUBBER
GEOTEXTILE FABRIC HOSE
MIRAFI 50OX OR
APPROVED EQUAL
--\ MULCH
GRADE _ =_
ROOTBALL'
MIXTURE -�}"
Jrs.BGR-
ADE f
PREPARED AREA 5 TIMES WIDTH OF ROOTBALL
NEW TREE (2" CAL. OR LESS)
GUY WIRE
3 - 2"x4" WOOD STAKES
EQUALLY SPACED AROUND TREE -
LENGTH AS REQ'D TO PENETRATE SUBGRADE
AMENDED SOIL
F712" MIN.
3 TREE PLANTING DETAIL
C! SCALE: N TS
11111111111131
GEOTEXTILE FABRIC
MIRAFI 50OX OR
j
APPROVED EQUAL
ti
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ROOT BALL -BREAK
V�
/-
UP SIDES AND
(. /� ✓.4� •f1 , 4,���/
BASE OF SOIL
WHEN REMOVED
FROM POT
EXIST.
�
g" MIN
SUBSOIL
PREPARATION OF
SOIL -FINELY CULTIVATE
EXISTING SURFACE
SOIL TO 1'-0"
NOTES:
DEPTH. SPREAD
1 FOURTEEN DAYS PRIOR TO PLANTING, ALL AREAS DESIGNATED FOR
4" OF GARDEN
PLANTING ARE TO BE CLEARED OF WEEDS, ETC. AS PER SPEC.
SOIL SPECIFIED
2. GARDEN SOIL TO BE ORGANIC GARDEN SOIL
THEN CULTIVATE TO
C
3. PLANTS NOT TO BE STAKED UNLESS SPECIFIED.
16' TO THOROUGHLY
BLEND
SHRUB PLANTING DETAIL
C5.03
SCALE: NTS
CarteraBurgess
CARTER & BURGESS, INC.
Brookfield Corporate Center
201 Brookfield Parkway
Suite 200
Crtan Wm. S. C. 29607
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
A ISWC FOR ZONING Ot/D4/02
SHEET CONTENTS:
LANDSCAPE
DETAILS
SHEET NUMBER:
C5.03
1 TOWER ELEVATION
C .01 SCALE.1 = 20
WOODEN FENCE
Primary Data SheetN I E = ��--
Site Data
Site Number AR170P Site Name Col Glenn Structure Type
Candidate Name Date 12/5/2001 Build Type
Site Coordinates N34-43-23 WP2-20-17
Technical Data
Site Type
Rad Center(feet)
Structure Height
Sector
145
Antennas
Sector 1
Sector 2
Sector 3
-du--antky
3
3
3
Manufacturer
Antel
Antel
Antel
Model Number
LPD -6513
LPD -6513
LPD -6513
Weight(Each)
28
28
28
ERP
54
54
54
Gain Nod
13
13
13
Azimuth 1
0
120
240
Beam Width 1
65
65
65
Mechanical DownTilt 1
0
0
0
TTA
Ouantit
N/A
N/A
N/A
Manufacturer
Model Number
Dimensions
Wei ht Each
Mounting Height
S litter Info
Cables
Manufacturer
Andrew
Andrew
Andrew
(Model Number
LDF5-50
LDF5-50
LDF5-50
(Diameter
7/8
7/8
718
Number
Test Cable
3
N/A
3
N/A
3
N/A
;Model Number
Comments
RF CONFIGURATION IS PROVIDED BY NEXTEL PARTNERS INC.
CarfieraBurgess
CARIER & BURGESS, 44r,
er—ldield Corpugle Center
211 Brook}field Porkror
Suite 200
Gre nvipe, Sc. 79607
(864) 3"r.9-8500
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
II/S��SUES/RENSIONS:
/AA) ISSUE FOR ZONING o1/04f02
SHEET CONTENTS:
TOWER
ELEVATION AND
RF CONFIGURATION
SHEET
SHEET NUMBER:
C7.01
DATE ISSUED:
A PROJECT FOR:
01/04102
ISSUE FOR ZONING
ISSUES/REVISIONS:
AA ISSUE FOR ZONING 01/04/02
PROPERTY OWNER
EDWIN LEE ROSS
#9 NOB HILL COVE
LITTLE ROCK, AR 72205
(501) 224-6977
INSPECTIONS DEPARTMENT
CITY OF LITTLE ROCK BLDG. CODES
2ND FLOOR
723 W. MARKHAM
LITTLE ROCK, AR 72201
{501) 371-4826
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VICINITY MAP
WEB
COMMUNICATIONS
BASE TRANSCEIVER SITE
AR170P
COLONEL GLENN
17109 COOPER ORBIT ROAD
LITTLE ROCK, AR 72210
POWER :
ENTERGY
JAY HARTMEN
(800) 368-3749/(501) 918-6558
TELCO :
SOUTHWESTERN BELL
DENNIS HILL
(501) 373-1149
ZONING JURISDICTION :
CITY OF LITTLE ROCK
TAX MAP NUMBER :
TAX MAP # 44R-018-00-014-00
PROJECT DESCRIPTION
WEBB COMMUNICATIONS PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATIONS
FACILITY FOR THE OPERATION AND MAINTENANCE OF TELECOMMUNICATIONS EQUIPMENT. THE
SCOPE OF WORK WILL INCLUDE SITE PREPARATION, TOWER ERECTION AND INSTALLATION OF THE
EQUIPMENT COMPOUND AS OUTLINED IN THESE CONSTRUCTION DOCUMENTS. THE SCOPE
OF WORK WNL ALSO INCLUDE THE INSTALLATION OF ALL ASSOCIATED ELECTRICAL AND
TELECOMMUNICATIONS EQUIPMENT.
DIRECTIONS:
FROM LITTLE ROCK TAKE 1-430 SOUTH TO EXIT NO. 4
(COLONEL GLENN ROAD). EXrr RIGHT ONTO
COLONEL GLENN ROAD AND PROCEED 1.6 MILES TO
COOPER ORBrr ROAD. FOLLOW COOPER ORBIT ROAD
FOR APPROX.1.3 MILES PAST LAKE NIXON TO ACCESS
ROAD ENTRANCE TO SITE ON RIGHT, JUST BEFORE
GAS PIPELINE POLE.
DRAWING INDEX
SURVEY
V1.01 SrrE SURVEY
CIVIL
CQ01 GENERAL NOTES AND SYMBOLS
C2.01 STIE LAYOUT PLAN
C5.01 SECURTY FENCE DETAILS
C5.03 LANDSCAPE DETAILS
C7.01 TOWER ELEVATION AND RF CONFIGURATION SHEET
PREPARED BY: CartermammBurgess
CARTER & BURGESS, INC.
Brookfield Corporate Center or
201 Brookfield Parkway je:1*
Suite 200
Greenville, S.C. 29607
(864) 329-8500
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Parent Parcel (as per Warranty Deed recorded at Book 805 Page 153 in Pulaski County
Circuit Clerks office)
All of SE 1/4 NW 1/4, Section 18, Township 1 North, Range 13 West, lying East of the
centerline o the Count Road which road is described in a warranty deed executed
rl ne J y my
March 29, 1959 by C.B. Smith and Myrtle G. Smith, Grantors, to Albert B. Corder and
Jeanette F. Corder Grantees and further described in a easement executed on January 11,
1962 by C.B. Smith, Myrtle G. Smith, Albert B. Corder and Jeanette F. Corder, the said
lands herein conveyed containing approximately 38 acres more or less. Subject to
existing right-of-ways and easements of record.
BAsrS OF BEARrNGs-
STATE PLANE "W nINATES Web Communications Lease Parcel
ARKANSAS NORTH 2ONE
0 50 0
SCALE: 1"= 50'
Part of the SE 1/4 NW 1/4, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more
particularly described as follows;
Commencing at the NE corner of said SE 1/4 NE 1/4, thence South 01'13'35" West, along
the East line of said SE 1/4 WE 1/4, a distance of 234.20 feet; thence North 88'46'25'
West, a distance of 115.14 feet to the Point of Beginning; thence South 01.13.35' West, a
distance of 100.00 feet; thence North 88'46'25' West, a distance of 100.00 feet; thence
North 01'13'35" East, a distance of 100.00 feet; thence South 88'46'25" East, a distance
of 100.00 feet to the Point of Beginning, containing 0.230 acres, more or less.
FOUND 5/8" REBAR
•
NW CORNER
SE 1/4 NW 1/4
+
SECTION 18
4
T -1-N, R -13-W
.00
-0
------------
T
m
FIRE HYDRANT
!
-----------------
WATER METER ----
DROP INLET GRATE
01
RADIUS=50-00'
ARC=60.93'
•, CHORD=N54'04'46"W 57.23'
1 q w
1 -bra 1
CONCRETE
1 V1 q 1
GUY WIRE ANCHOR -
1 � 1
POINT OF BEGINNING-P.O.B.
UTILITY CONTACT LIST
SOUTHWESTERN BELL
-COOPER ORBIT ROAD
501-373-1149
i RADIUS -50.00:
i ARC=46.55
CHORD=N45'41'25"W 44.88'
I
I 50' WIDE ARKLA EASEMEN
Li
Telephone Ease7nenl for Web Communications
Part of the SE 1/4 NW 1/4, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more
particularly described as follows;
Commencing at the NE corner of said SE 1/4 NW 1/4, thence South 01'13'35' West, along the East
line of said SE I/4 NW 114, a distance of 234.20 feet; thence North 88.46'25" Rest, a distance of
215.14 feat; thence South 01'13'35" West, a distance of 100.00 fief; thence North 88.46'25" West, a
distance of 117.50feet to the Point of Beginning of a 35 foot wide Telephone Easement, lying 17-50
Pat each side of the fatiowing described centorlina; theme North 01'13'35' East, a distant of 50.00
feet. th,erme North 54'05'38" Wut, a distance of 165.73 feet; thence North 44'33'13" West, a distance
of 53.01 feet; thence along a curve to the left having a radius of 50.00 feet an arc tength of 29.93
feet and a chard which bears North 81'42'06" West, a distance of 29.48 fret; thence North 76.51'00"
Wiese. a distance of 88.64 feet; thence along a rruve to the left having a 100.00 feet an arc length
of 63.08 feet and a chord which bears South 83'04'48" West, a distance of 62.04 feet; thence South
65'00'37" West, a distance of 185.78 feet; thence along a curve to the right having a radius of 50.00
feet an arc length of 29.14 and a chord which bears North 89'31'29" West 28.73 feet; thence North
72.40'15" West, a distance of 248.20 feet; thence along a curve to the right having a radius of 50.00
feet an arc length of 46.55 feet and a chord which bean North 45.41'25" West 44.88 feet; thence
North 19'43'40" West, a distance of 60.75 feet; thence along a curve to the left having a radius of
50.00 feet, an are length of 60.93 feet and a chord which beans North 54'04'46" West 57.23 feet;
thence North 88'59'14" West, a distance of 207.94 feet to the centerline of Cooper Orbit Road, and the
Faint of Termination
Flood Information
Tlfis property is located in Zone "C', according to the Flood Inaunmce Rate Map Community Panel
Nurnbcr 050179 0380 D. dated July 16.1996,and is not urflhin the 100 Year Flood Plain,
w
ul
WIDE AP&L EASEMENT
Ingress and Egress Easement for Web Communications
Par. of the SE 1/4 NW 1/4, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more particularly
dr.rcrihvd as follows;
Commencing at the NE corner of said SE 1/4 NW 1/4, thence South 01'13'35" West, along the East
line of said SE 1/4 NW 1/4, a distance of 234.20 feet; thence North 88'46'25" West, a distance of
215.14 feet; thence South 01'13'35" West, a distance of 100.00 feet; thence North 88'4625" best, a
distance of 117.50 feet to the Paint of Beginning of a 35 foot wide Ingress and Egress Easement
lying 17.50 feet each side of the following described centertine; thence North 01'13'35" East, a
distance of 50.00 feet: thence North 54'05'36" West. a distance of 165.73 f ut; thence North 4433'13'
West, a distance of 53.01 feet; thence along a curve to the left having a radius of 50.00 feet an arc
Length of 29.93 feet and a chord whicA bears North 61'42'06" West, a distance of 29-48 feet; thence
North 78'51'00" West, a distance of 88.64 feat; thence along a curve to the left having a 100.00 feet
an arc length of 63.08 feet and a chord which bears South 83'04'48" West, a distance of 62.04 feet;
thence South 65000'37" West, a distance of 185.78 feet; thence along a curve to the right having a
radius of 50.00 feet an arc length of 29.14 and a chord which bears North 89'31.29" West 28.73 feet;
thence North 72'40'15" West, a distance of 24&20 feet; thence along a curve to the right having a
radius of 50.00 feet an arc length of 46.55 feet and a chord which bears North 45'41'25' West 44.88
feet; thence North 19'43'40" West, a distance of 60.75 feet; thence along a curve to the left having a
radius of 50.00 feet, an am length of 60.93 feet and a chord which bears North 54'04'46^ West
S7,23 feet; thence Nar1h 88.59'14" West, a distance of 207.94 feet to the centerline of Cooper Orbit
Road, and the Point of Termination
Electric Easement for Web Communications
Part of the SE 1/4 NW 1/4, Section 18, T -1-N, R -13-W, Pulaski County, Arkansas, more particularly
described as follows;
Commencing at the NE corner of said SE 1/4 NW 1/4, thence South 01'13'35" West, along the East
line of said SE 1/4 NW 1/4, a distance of 234.20 feet; thence North 88.46'25" West, a distance of
215.14 feet; thence South 07'13'35" West, a distance of 100.00 feet; thence North 68'46'25" West, a
distance of 117.50feet to the Point of Beginning of a 35 foot wide Electric Easement, lying 17.50 feet
each side of the following described centerline; !hence North OY13'35" East, a distance of 50.00 feet;
thence North 54705'36" West, a distance of 166.73 fiat; thence North 44.33'13" West, a distance of
53.01 feet; thence along a curve to the telt having a radius of 50.00 feet an arc length of 29.93
feet and a chord which bears North 61'42'06" West, a distance of 29.48 feet; thence North 78'51100"
West, a distance of 88.64 feet; thence along a curve to the left having a 100.00 feet an arc length
of 63.08 feet and a chard which bears South 83'04'48" West, a distance of 62.04 feet; thence South
65'00'37"' West, a distance of 185.78 feet; thence along a curve to the right having a radius of 50.00
feet an arc length of 29.14 and a chord which bears North 89'31'29" West 28.73 feet; thence North
72'40'15" West, a distance of 248.20 feet; thence along a curve to the right having a radius of 50.00
feet an arc length of 46 55 feet and a chord which bears North 45'41'25" West 44.88 feet; thence
North 19'43'40" West, a distance of 60.75 feet; thence along a curve to the left having a radius of
50.00 feet, an arc length of 60.93 feet and a chord which bean North 54'04'46" West 57.23 feet;
thence North 88'59'14" West, a distance of 207.94 feet to the centerline of Cooper Orbit Read, and the
Point of Torminalicn.
S88'59'14"
1316.64'
LEGEND
SET 1/2" REBAR
•
POWER POLE -0
LIGHT POLE
+
SIGN
4
WATER VALVE
SANITARY SEWER MAN -HOLE
-0
TELEPHONE PEDESTAL
m
FIRE HYDRANT
!
GAS METER
RADIUS=50.00'
WATER METER ----
DROP INLET GRATE
01
HANDICAP PARKING-b,
CONTROL POINTS
CONCRETE
CONC.
GUY WIRE ANCHOR -
POINT OF BEGINNING-P.O.B.
UTILITY CONTACT LIST
SOUTHWESTERN BELL
501-373-1149
ENTERGY
800-368-3749
ARKANSAS ONE -CALL
1-800-482-8998
I HEREBY CERTIFY T0:
WEB COMMUNICATINS, INC.
SITEEXCELL, LLC
BEACH ABSTRACT & GUARANTY COMPANY.
DISTANCES ARE GIVEN IN FEET AND DECIMAL PARTS
THEREOF UNLESS OTHERWISE NOTED AND WERE TAKEN
FROM THE PLAT AND DEEDS HEREIN NOTED. SURVEYED
DECEMBER 2001. THIS PLAT WAS PREPARED UNDER MY
SUPERVISION AND IS CORRECT TO THE BEST OF MY
KNOWLEDGE AND BELIEF.
HRTAN KEEN. ARKANSAS RPIS t '1413
FOUND CONCRETE MONUMENT
NE CORNER
SE 114 NW 1/4
SECTION 18
T -1-N, R -13-W
Y1aN/.tax•rax..r�77F�liyJY;fe�i'YR��7TI:fi'11:771iri`� i
1. DOES NOT APPLY TO SURVEY
2, SUBJECT TO RESERVATIONS OF MINERAL CONTAINED IN WARRANTY DEED EXECUTED
BY ST. LOUIS IRON MOUNTAIN & SOUTHERN RAILWAY CO., TO T.J. PRITCHARD AND A.S.
PRITCHARD. FILED FOR RECORD OCTOBER 24, 1898, RECORDS OF PULASKI COUNTY,
ARKANSAS.
3. EASEMENT EXECUTED FEBRUARY 18, 1983, FROM EDWIN L ROSS TO ARKANSAS
LOUISIANA GAS COMPANY, FILED FRO RECORD APRIL 5, 1983, AND RECORDED AS
INSTRUMENT NO. 83-15579, RECORDS OF PULASKI COUNTY, ARKANSAS. AS SHOWN ON
SURVEY.
4. EASEMENT IN FAVOR OF ARKANSAS POWER & LICHT COMPANY AS SETOUT IN
JUDGMENT RENDERED OF CIRCUIT COURT CASE NO. 44452, RECORDS OF PULASKI COUNTY,
ARKANSAS. A$ SHOWN ON SURVEY.
SE CORNER
SE 1/4 NW 1/4
SECTION 18
T -1-N, R -13-W
Central Note,:
This survey "does not imply to be a
boundary survey of the parent tract".
CARTER & BURGESS, INC.
Brookfield Corporate Center
201 Brookrield Parkway
Suite 200
Greenville, S.C. 29607
(864) 329-8500
�Gk STf_
d
STATE OF
ARKANSAS
NO. 1415
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
AS ISSUE FOR I0N4lC 01104e
0
SHEET CONTENTS:
SITE SURVEY
SHEET NUMBER:
V1.01
RADJUS=100.00'
CHORD=S83'04'48"W 62.04'
35' INGRESS. EGRESS, ELECTRIC AND TELEPHONE EASEMENT
/ARC=63.08'
- -
RADIUS=50.00'
J
CHORD=N6T42'O6"W 29.48'
•,.Y1'•...�
��
RADIUS=50-00'
\ ARC -16.76'
28 -59
♦\\��
aF CH0RD=N54'09'24"W 16.66'
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PROPOSED 150'MONOPOLE
�1�^ -�'~
_ PROPOSED 12'
�``�„!
GRAVEL ROAD
` •,
♦♦�
•� �'
LAT. N34'43'32.14"
LONG. W 9226'21.12"
GROUND ELEVATION 554.04
, `
}y
S88'46'25"E
POB LEASE PARCEL
100.00'
l RADIUS=50.00'
L ARC=29.14'
6
~
• �♦ ,
N88•46'25"W
a
EB 115.14'
COMMUNICATIONS o
CNORD=N89'3!'29"W 28-73'
---SE
-1139.5PAEL
, `
c
o
two
OVERHEAD ELECTRIC TRANSMISSION LINE
' 1
q
165. r✓-�
o
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POB EASEMENTS
h
100.00'
Z
NBe46'25"
Y1aN/.tax•rax..r�77F�liyJY;fe�i'YR��7TI:fi'11:771iri`� i
1. DOES NOT APPLY TO SURVEY
2, SUBJECT TO RESERVATIONS OF MINERAL CONTAINED IN WARRANTY DEED EXECUTED
BY ST. LOUIS IRON MOUNTAIN & SOUTHERN RAILWAY CO., TO T.J. PRITCHARD AND A.S.
PRITCHARD. FILED FOR RECORD OCTOBER 24, 1898, RECORDS OF PULASKI COUNTY,
ARKANSAS.
3. EASEMENT EXECUTED FEBRUARY 18, 1983, FROM EDWIN L ROSS TO ARKANSAS
LOUISIANA GAS COMPANY, FILED FRO RECORD APRIL 5, 1983, AND RECORDED AS
INSTRUMENT NO. 83-15579, RECORDS OF PULASKI COUNTY, ARKANSAS. AS SHOWN ON
SURVEY.
4. EASEMENT IN FAVOR OF ARKANSAS POWER & LICHT COMPANY AS SETOUT IN
JUDGMENT RENDERED OF CIRCUIT COURT CASE NO. 44452, RECORDS OF PULASKI COUNTY,
ARKANSAS. A$ SHOWN ON SURVEY.
SE CORNER
SE 1/4 NW 1/4
SECTION 18
T -1-N, R -13-W
Central Note,:
This survey "does not imply to be a
boundary survey of the parent tract".
CARTER & BURGESS, INC.
Brookfield Corporate Center
201 Brookrield Parkway
Suite 200
Greenville, S.C. 29607
(864) 329-8500
�Gk STf_
d
STATE OF
ARKANSAS
NO. 1415
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
AS ISSUE FOR I0N4lC 01104e
0
SHEET CONTENTS:
SITE SURVEY
SHEET NUMBER:
V1.01
CIVIL SYMBOLS
EXISTING ITEM NEW
POWER POLE WITH LIGHT
LIGHT POLE
0 POWER POLE
T GUY ANCHOR
— OHE — OVERHEAD ELECTRIC —OHE—
ELECTRIC MANHOLE
COMMUNICATIONS MANHOLE
0 UTILITY BOX
L BUILDING L
Q POST
SIGN 0—
GAS METER
w GAS VALVE •-
-G— GAS LINE 9—G-
-SS--& SANITARY SEWER LINE $ SS+—
& MANHOLE
SANITARY SEWER
CLEAN OUT
b- FIRE HYDRANT
D -e POST INDICATOR VALVE
—W D -q WATER LINE & VALVE 6— W_
WATER METER
FIRE WATER LINE FW—
v ABANDONED UTILITY
c CULVERT WITH HEADWALLS
— - SO -- STORM DRAIN
STORM DRAIN HEADWALL
® AREA INLET
0 STORM DRAIN MANHOLE d
�- DRAINAGE DITCH
FLOW DIRECTION
CONTOURS —170 —
GRADING LIMITS
X 712-13 SPOT ELEV. 7131
SIDEWALK/GRAVEL
CONCRETE PAVING
ASPHALT SURFACE COURSE
CURB & GUTTER
EDGE OF PAVEMENT
CHAIN LINK FENCE —X—x
ITEM TO BE REMOVED
PARKING
HCPA PARKING
HC RAMP
BOLLARD
— • FENCE x x
IRON PIN SET o
rYYY1 WOODS
SILT FENCE
NOTE :
THIS IS A GENERAL LEGEND.
SOME ITEMS MAY NOT APPLY,
GENERAL NOTES
1. THE FACILITY IS AN UNOCCUPIED WIRELESS
FACILITY.
2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED
TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS
NOTED OTHERWISE. THE WORK WILL INCLUDE
FURNISHING MATERIALS, EQUIPMENT
APPURTENANCES, AND LABOR NECeSSARY TO
COMPLETE ALL INSTALLATIONS AS INDICATED ON
THE DRAWINGS.
3. PRIOR TO THE SUBMISSION OF BIDS, THE
CONTRACTORS WILL VISIT THE JOB SITE AND BE
RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS AND DIMENSIONS AND
CONFIRMING THAT THE WORK MAY at
ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING
BE 8 OUGHT CONSTRUCTION.
ATTENTIION DISCREPANCIES ARE TO
IMPLEMENTATION ENGINEER AND
ARCHITECTANGINEER PRIOR TO PROCEEDING WITH
THE WORK.
4. WRITTEN AUTHORIZATION IS REQUIRED BEFORE
STARTING WORK ON ANY ITEM NOT CLEARLY
DEFINED OR IDENTIFIED BY THE CONTRACT
DOCUMENTS.
5. CONTACT LOCAL DIGGERS HOTLINE 48 HOURS PRIOR
TO PROCEEDING WITH ANY EXCAVATION, SITE WORK
OR CONSTRUCTION.
6. INSTALL ALL EQUIPMENT AND MATERIALS IN
ACCORDANCE WITHMANUFACTURERS
RECOMMENDAT{ONS UNLESS SPECIFICALLY
INDICATED OTHERWISE OR WHERE LOCAL CODES OR
REGULATIONS TAKE PRECEDENCE.
ALS INSTALLED
THALL
AND
LL GIVE ALL
ORDINANCES, AND APPLICABLE REGULATIONS
8. THE GENERAL CONTRACTOR WILL SUPERVISE AND
DIRECT THE WORK, USING THE BEST SKILLS AND
ATTENTION. THE CONTRACTOR WILL BE SOLELY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
ME PRTOCEDURES,AND FOS COORDINTECHNIQUES CATINGES �ALL
PORTIONS R THE WORK UNDER THE CONTRACT
INCLUDING CONTACT AND COORDINATION WITH THE
IMPLEMENTATION ENGINEER AND WITH THE
LANDLORD'S AUTHORIZED REPRESENTATIVE.
9. DETAILS ARE INTENDED TO SHOW END RESULT OF
DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED
TO SUIT JOB DIMENSIONS OR CONDITIONS, AHO'
SUCH MODIFICATIONS WILL BE INCLUDED AS PART
OF THE WORK.
10. THOSE FOUND ON OF THE PLAT OF THS OTHER
UT RVREYHAN
DRAWING. IMLL NOT BE USED TO IDENTIFY OR
ESTABLISH THE BEARING OF TRUE NORTH AT THE
SITE. THE CONTRACTOR WILL RELY SOLELY ON
THE PLAT OF SURVEY DRAWING AND ANY
SURVEYOR'S MARKINGS AT THE SITE FOR THE
ESTABLISHMENT OF TRUE NORTH, AND WILL NOTIFY
THE ARCH TECT/ENGINEER PRIOR TO PROCEEDING
WITH THE WORTK( IF ANY DISCREPANCY IS FOUND
BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
ORAWINGS AND THE TRITE NORTH ORIENTATION AS
DEPICTED ON THE PLAT OF SURVEY. THE
CONTRACTOR WILL ASSUME SOLE LIABILITY FOR
ANY FAILURE TO NOTIFY THE
ARCHITECT/ENCINEER.
CARTER & BURGESS, WC.
Brookfield C-rWate Cm W
201 BraokfWld Porkwoy
Wt. 2OG
Ceee Wle, S.C. 29607
[IX4T 629—aSDO - .... .
4-4,,, NO. 10574
C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01104/02
ISSUE FOR ZONING
IISSUES/REIA SIONS: -
& ISSUE FOR ZONING 01/04/02
SHEET CONTENTS:
GENERAL NOTES
AND SYMBOLS
SHEET NUMBER:
C0.01
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350058.011.1
DATE ISSUED:
01104/02
ISSUE FOR ZONING
IISSUES/REIA SIONS: -
& ISSUE FOR ZONING 01/04/02
SHEET CONTENTS:
GENERAL NOTES
AND SYMBOLS
SHEET NUMBER:
C0.01
----------------- —
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I OPAQUE WOODEN FENCE
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MULTI -TENANT UTILITY RACK
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TELCO DEMARK BOX)
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PROPOSED 150'
o MONOPOLE TOWER
SEE C7.01
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6.0'
IIEXOPACA
I o
AMERICAN
HOLLY
SPACE @ 50' O.C. MAX.
2" MIN. CALIPER AT PLANTING
MIN. HEIGHT AT MATURITY = 20'
QUANTITY =8 EA.
SEE C5.03
I
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DAHOON HOLLY
(OR APPROVED EQUAL)
SPACE @ 30" D.C. MAX.
HEIGHT AT PLANTING = 30"
QUANTITY = 134 EA.
SEE C5.03
i
I
25.5'
I
f
I PROPOSED NEXTEL
L PARTNERS EQUIPMENT
SHELTER (10.0' x 20.0')
I
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Y34.9'
m
WIN
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01
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WEB COMMUNICATIONS, INC. f
LEASE PARCEL (100'X100')
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GENERAL NOTES
carlEerm"ess
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CARTER & BURGESS. INC.
1. SEE CO.01 FOR GENERAL NOTES AND SYMBOLS.
Brookfield Corporate Center
LAT. = SEE RF CONFIG
LONG. = SEE RF CONFIG SHEET
201 Brookfield Parkway
Flood Information
This is located in Zone "C",
Suite 200
++*`+++s�,A 1 r�, #
O /
2. SEE SURVEY FOR LIMITS OF LEASE AREA AND
Greenville. S.C. 29607
ADDITIONAL SURVEY INFORMATION.
(B611) azo—esoo
O � N
: 10
7P
3. DISTURBED AREAS TO BE SEEDED AND MULCHED
0380 D, dated July 16,1996,and is not
within the 100 Year Flood Plain.
IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION.
+fit►t�*��r
:�— BURGESS D
4.
4 PLACE STONE TO PROPER DRAINAGE AWAY FROM
-, No. 68
CONCRETE PAD ANDSURE
EQUIPMENT.
A _ z7 X
AR170P COLONEL GLENN
150' MONOPOLE TOWER
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SHEET
LAT. = SEE RF CONFIG
LONG. = SEE RF CONFIG SHEET
$ {{[t4lrr�l
�iiJtttl
Flood Information
This is located in Zone "C",
++*`+++s�,A 1 r�, #
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property
to the Flood Insurance Rate
++ Cr
according
Map Community Panel Number 050179
: 10
7P
0380 D, dated July 16,1996,and is not
within the 100 Year Flood Plain.
+>~ CARTER &
:�— BURGESS D
4.
-, No. 68
�+ �
PROPOSED 6'
WIDE BUFFERYARD
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04102
ISSUE FOR ZONING
ISSUES/REVISIONS:
ISSUE FOR ZONING 01/04/02
SHEET CONTENTS:
SITE
N
LAYOUT PLAN
GRID
0
10' 20'
30
SHEET NUMBER:
mono
GRAPHIC SCALE: 1" = 10'-0"
c2.01
s-0,
(MAX. PER PANEL)
WOOD FENCE - FRONT VIEW
6"x6" GROUND CONTACT
PRESSURE TREATED POST 8'-0"
,I
I
0
00
N
1'-3"
LOW PINE
8' GATE -REAR VIEW
Z WOODEN SECURITY FENCE GATE
C5.01 SCALE: N TS
TOP ELEVATION OF FENCE
IT
ki-i�-d --_ --
WOOD FENCE - REAR VIEW
1 WOODEN SECURITY FENCE
C5.01 SCALE:N IS
TOP ELEVATION OF FENCE
TO REMAIN CONSTANT
INC YELLOW PINE
6"x6' GROUND CONTACT
2"x4' BRACING (TYP) PRESSURE TREATED POST
YELLOW PINE
" GROUND CONTACT
;SURE TREATED POST 1"x6" YELLOW PINE
WOOD FENCE.- PLAN VIEW
BRACING (TYP)
FENCE NOTES
1. POSTS TO SET IN 3000 PSI CONCRETE. BOTTOM OF
CONCRETE TO BE 6" MIN. FROM BOTTOM OF POST.
2"x4" BRACING (TYP) 2. PROVIDE TWO GATE KEEPER HOLD OPEN DEVICES FOR SWING GATES.
GATE KEEPERS TO ALLOW GATES TO OPEN APPROX. 180 DEGREES.
SEE DETAIL ON THIS SHEET
3. CONTRACTOR TO SUPPLY AND INSTALL A "STYMIE" LOCK
MECHANISM SUPPLIED BY:
JON EAKER
EAKER CONSTRUCTION
CHARLOTTE, NC
GATE KEEPER DETAIL
r3 -')TO HOLD GATES OPEN
C5. DY SCALE: NTS -
GARTER & BURGESS, RNC,
8rook Geid Cc Pp ke Center
201 Brook Reid Pvrkrroy
SwIln 200
Leen be, S.C. 29607
(664) 329-8500
N0. 10534
....iR4}
F
Ii CARTER &
:�— BURGESS D
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
&ISSUE FOR ZONING 01/0102
SHEET CONTENTS:
SECURITY
FENCE DETAILS
SHEET NUMBER:
C5.01
=,
SECURITY
FENCING
6,-0,
LANDSCAPED
AREA
PINE BARK
MULCH
/ EXISTING SUBSOIL
ALL EXISTING GRASSED AREAS
DISTURBED BY THIS WORK TO
BE GRASS -SEEDED.
GEOTEX11LE FABRIC
MIRAFI 50OX OR
APPROVED EQUAL
1 MULCHING DETAIL AT FENCE
C5.03 SCALE: NTS
NEW TREE (2" CAL OR LESS)
GUY WIRE
RUBBER 3 - 2"x4" WOOD STAKES
GEOTEXTILE FABRIC HOSE EQUALLY SPACED AROUND TREE-
MIRAFI 50OX OR LENGTH AS REQ'D TO PENETRATE SUBGRADE.
APPROVED EQUAL
MULCH AMENDED SOIL
FINISHF fY f- 2" MIN.
GRADE
ROOTBALL
MIXTURE �`' ji`
SUBGRADE
PREPARED AREA 5 TIMES WIDTH OF ROOTBALL
3 TREE PLANTING DETAIL
CS.D3 SCALE:NTS
SET PLANT JUST -
BELOW EXISTING
SOIL LEVEL TO
FORM WATERING
BASIN. KEEP STEM
FREE OF MULCH
AND SOIL AFTER
PLANTING.
GEOTEXTILE FABRIC
MIRAFI 50OX OR
APPROVED EQUAL
ROOT BALL -BREAK
UP SIDES AND
BASE OF SOIL
WHEN REMOVED
FROM POT
PREPARATION OF
SOIL -FINELY CULTIVATE
EXISTING SURFACE
SOIL TO V-0"
DEPTH. SPREAD
4" OF GARDEN
SOIL AS SPECIFIED
THEN CULTIVATE TO
16" TO THOROUGHLY
BLEND
THOROUGHLY WATER
PLANT PRIOR TO
PLANTING AND
IMMEDIATELY AFTER
PLANTING.
PINE BARK
5111z j
MULCH
-I
`- EXIST.
SUBSOIL
NOTES:
1. FOURTEEN DAYS PRIOR TO PLANTING, ALL AREAS DESIGNATED FOR
PLANTING ARE TO BE CLEARED OF WEEDS, ETC. AS PER SPEC.
2, GARDEN SOIL TO BE ORGANIC GARDEN SOIL.
3. PLANTS NOT TO BE STAKED UNLESS SPECIFIED.
2 SHRUB PLANTING DETAIL
C5.03 SCALE:NTS
I
CARTER & BURGESS, INC.
Brookfield Corporate Center
201 Brookfield Parkway
5.4. 200
lrepn :ile. SC 29607
f8641 -Aim -9;a0
N0. 10534
F�Ayrr+
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BURGESS
NO. 6s
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
A ISSUE FOR ZONING 01/04/02
SHEET CONTENTS:
LANDSCAPE
DETAILS
SHEET NUMBER:
C5.03
I
PROPOSED NEXTEL ANTENNAS
SECTOR CONFIGURATION
RAD. CENTER = 145'
of I I PROPOSED 150'
MONOPOLE TOWER
NOTE
THE TOWER DRAWING IS ONLY A
GRAPHIC REPRESENTATION OF THE
STRUCTURE. THE ACTUAL TOWER IN
THE FIELD MAY VARY.
L
I (TOWER ELEVATION
C7.01 SCALE:1 = 20
WOODEN FENCE
Primary Data Sheet
Site Data
Site Number AR170P Site Name Col Glenn Structure Type
Candidate Name Date 12/5/2001 Build Type
Site Coordinates N34-43.23 W92-26-17
Technical Data
Site Type Sector
Rad Center(feet) 145
Structure Height
Antennas
Sector 1
Sector 2
Sector 3
QuantHv
3
3
3
Manufacturer
Ant -el
Antel
Antel
Model Number
LPD -6513
LPD -6513
LPD -6513
'Wei ht Each
28
28
28
IERP
54
54
54
Gain dBd
13
13
13
Azimuth
0 1
120 1
240
Beam Width 165
65 165
Mechanical Down Ti@ 1
0
0
TTA
Quandt
N/A
N/A
N/A
Manufacturer
Model Number
Dimensions
Wei ht Each
Mounfing Height
Splitter Info
Cables
Manufacturer
Andrew
Andrew
Andrew
Model Number
LDF5.50
LDFS-50
LDF5-50
Diameter
7/8
7/8
718
Number
3
3
3
Test Cable
N/A
N/A
N/A
Model Number
Comments
RF CONFIGURATION IS PROVIDED BY NEXTEL PARTNERS INC.
I
CARTER & BURGESS, INC.
Rraa rWd Carp"ate Center
201 8raelclie)d Park.oy
Suite 200
Crean%ille. S -C- 296W
(854) 329-8,00
105341 1�
1 CARTER & D
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or- No. 68
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C&B JOB NUMBER:
350058.011.1
DATE ISSUED:
01/04/02
ISSUE FOR ZONING
ISSUES/REVISIONS:
A ISSUE FOR ZONINC 01104/92
SHEET CONTENTS:
TOWER
ELEVATION AND
RF CONFIGURATION
SHEET
SHEET NUMBER:
C7.01