HomeMy WebLinkAboutZ-6781-A Map 602'23'
100 0 100
GRAPHIC SCALE IN FEET
BASIS of BEARING
ASTRONOMIC AZIMUTH Based on GPS Observation
at Latitude N 34'42'45.38
& Longitude W 09227'5&49"
on April 18. 2000.
LEGEND
X FOUND COTTON PICKEN SPINDLE
• FOUND RE13AR
o SET 1/2 -INCH REBAR
w/YELLOW CAP (LS663)
-9- UTIUTY POLE
�r
UTILITY POLE w/TRANSFORMER
GUY DOWN ANCHOR
ry AERIAL POWER LINE
-T UNDERGROUND TELEPHONE LINE
-W- WATER UNE
0 BORE HOLE w/ELEVATION
X FENCE
x-550 -- CONTOUR LINE (1' Interval)
Datum: NCVD 29
EL. 550.00 ELEVATION IN FEET -
Datum: NGVD 29
TELECORP's LEASE AREA
LIMITS
v
O Existing Self .
O Support Tower
016
SIDEYARD SETBACK LINE
PARENT DEED: WARRANTY DEED BOOK 892 PAGE 625
The East Half of the NE/4 NE/4 Sec 23 and the East 641 feet of the
South 263.32 feet of the SE/4 SE/4 Sec. 14 all in T -1-N, R -14-W in
Pulaski County, Arkansas and more particularly described as follows.
Beginning at the SE Comer of the SE/4 SE/4, Sect 14, T -1-N, R -14-W
proceed South 1310.76 feet to a point said point being the SE Comer
NE/4 NE/4, Sec. 23, T -1-N, R -14-W; thence S 89 degrees 15 min. West
641.05 feet to a point: thence N 00 degrees 01 min West 1310.885 feet
to a point said point being an the North line of said NE/4 NE/4 Sec.
23; thence N 00 degrees 06 min East 263.32 feet to a point, thence 89
degrees 16 min East 641.00 feet to a point said point being on the
East line of said SE/4 SE/4 Sec. 14; thence South 263.32 feet to the
Point of Beginning containing 23.1727 acres more or less and providing
a Right of Access over upon and across the North 25 feet thereof to
Tract 6.
METES AND BOUNDS DESCRIPTION FOR
100 -FOOT BY 100' FOOT TELECORP LEASE AREA
A portion, 10,000 square feet square feet/0.230 acres, more or less,
out of the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of
Section 23, Township 1 North, Range 14 West of the Fifth Principal
Meridian, Pulaski County, Arkansas, more particularly described as
fellows:
COMMENCING at a found one-half inch diameter rebor at the Southeast
Comer of said Northeast Quarter (NE/4) of the Northeast Quarter
(NE/4); THENCE North 88 degrees 08 minutes 43 seconds West, 337.76
feel along the South line of said Northeast Quarter (NE/4) of the
Northeast Quarter (NE/4); THENCE North 01 degrees 51 minutes 17
seconds East, 5.00 feet to a found ane -half inch diameter rebor and
the POINT Of BEGminutes THENCE North 88 degrees OB es 43 seconds
West, 100.00 feet to a found one-half inch diameter rebar; THENCE
North 01 degrees 51 minutes 17 seconds East, 100.00 feet; THENCE South
88 degrees 08 minutes 43 seconds East, 100.D0 feet to a found one-half
Inch diameter repair; THENCE South 01 degrees 51 minutes 17 seconds
West, 100.00 feet to the Point of Beginning.
METES AND BOUNDS DESCRIPTION FOR
20 -FOOT WIDE TELECORP ACCESS/UTILITY EASEMENT
A portion, 25.583 feet/0.587 acres, more or less, out of the Northeast
Quarter (NE/4) of the Northeast Quarter (NE/4) of Section 23. Township
1 North, Range 14 West of the Fifth Principal Meridian, Pulaski
County, Arkansas, more particularly described as follows.
COMMENCING at a found one-half inch diameter rebar at the Southeast
Comer of said Northeast Quarter (NE/4) of the Northeast Quarter
(NE/4); THENCE North 88 degrees 08 minutes 43 seconds West, 337.76
fat along the South line of said Northeast Quarter (NE/4) of the
Northeast Quarter (NE/4); THENCE North 01 degrees 51 minutes 17
seconds East, 5.00 feet to a found one-holf inch diameter rebor and
the POINT OF BEGINNING; THENCE North 01 degrees 51 minutes 17 seconds
East, 20.00 feet; THENCE South 88 degrees 08 minutes 43 seconds East,
317.60 feel; THENCE North 01 degrees 22 minutes 51 seconds East,
941.38 feet; THENCE South 88 degrees 37 minutes 09 seconds East, 20.00
feel; THENCE South 01 degrees 22 minutes 51 seconds West, 961.54 feet;
THENCE North 88 degrees 08 minutes 43 seconds West. 337.76 feet to the
Point of Beginning.
lima°' li
II
n
LTEL'S LEASE
EDGE OF EXISTING
GRAVEL SURFACE
N
I u o
rn^
N
0 0
- N 01'51'17" E 5.00'
ALLTEL'S 20' WIDE
AL ACCESS/UTILITY EASEMENT
II
AREA
POINT OF BEGINNING4 NPOINT OF BEGINNING
30'x38.50' ALLTEL LEASE AREA 20'x21' ACCESS/UTILITY
EASEMENT 1 (ALLTEL)
INSET ENLARGED PLAN
SCALE: 1 " = 20'
METES AND BOUNDS DESCRIPTION FOR
20 -FOOT WIDE ACCESS/UTILITY EASEMENT 1 (ALLTE
A portion. 427 square feet square feet/0.010 acres, more or less. out
of the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of
Section 23, Township 1 North, Range 14 West of the Fifth Principal
Meridian, Pulaski County, Arkansas, more particularly described as
follows:
COMMENCING at a found one-half inch diameter rebar at the Southeast
Comer of said Northeast Quarter (NE/4) of the Northeast Quarter
(NE/4) ; THENCE North 88 degrees 08 minutes 43 seconds West. 337.76
feet along the South line of said Northeast Quarter (NE/4) of the
Northeast barter (NE/4); THENCE North 01 degrees 51 minutes 17
seconds East, 5.00 feet to a found one-half inch diameter rebor and
the POINT OF BEGINNING; THENCE North 84 degrees 23 minutes 25 seconds
West, 22.14 feet; THENCE Nath 06 degrees 21 minutes 58 seconds East.
20.00 feet; THENCE South 84 degrees 23 minutes 25 seconds East, 20.56
feet; THENCE South 01 degrees 51 minutes 17 seconds West, 20.04 feet
to the Point of Beginning.
METES AND BOUNDS DESCRIPTION FOR
20 -FOOT WIDE ALLTEL ACCESS/UTILITY EASEMENT
A portion, 25,583 feel/0.587 acres, more or less, out of the Northeast
Quarter (NE/4) of the Northeast Quarter (NE/4) of Section 23, Township
1 North, Range 14 West of the fifth Principal Meridian, Pulaski
County, Arkansas, more particularly described as follows:
COMMENCING at a found one-half inch diameter rebar at the Southeast
Corner of said Northeast Quarter (NE/4) of the Northeast Quarter
(NE/4); THENCE North 8B degrees 08 minutes 43 seconds West, 337-76
feet aIan 9the South line of 90b Northeast Worlr (NE
/4) 4)
of the
Northeast Quarter (NE/4); THENCE North 01 degrees 51 minutes 17
seconds Cost, 5.00 feet to a found one-half inch diameter rebor and
the POINT OF BEGINNING; THENCE North 01 degrees 51 minutes 17 seconds
East, 20.00 feet THENCE South 88 degrees 08 minutes 43 seconds East,
317.60 feet; THENCE North 01 degrees 22 minutes 51 seconds East,
941.38 feet; THENCE South 88 degrees 37 minutes 09 seconds East, 20.00
feet; THENCE South 01 degrees 22 minutes 51 seconds West, 961.54 feet;
THENCE North 88 degrees 08 minutes 43 seconds West, 337.76 feet to the
Point of Beginning.
METES AND BOUNDS DESCRIPTION FOR
30 -FOOT BY 38.5 FOOT LEASE AREA (ALLTEL):
A portion, 1155 square feet square feet/0.026 acres, more a less, out
of the Northeast Quarter (NE/4) of the Northeast Quarter (NE/4) of
Section 23, Township 1 North, Range 14 West of the Fifth Principal
Meridian, Pulaski County, Arkansas, more particularly described as
follows
COMMENCING at a found one-half inch diameter rebor at the Southeast
Corner of said Northeast Quarter (NE/4) of the Northeast Quarter
76
feet along tithe South North line ofdegrees
said Northeastminutes
Quarter NE/4) West,
the
37.76
e
Northeast Quarter (NE/4); THENCE North 01 degrees 51 minutes 17
seconds East, 5.00 feet to a found one-half inch diameter rebor.
THENCE North 84 degrees 23 minutes 25 seconds West, 22.14 feet to the
POINT OF BEGINNING; THENCE North 83 degrees 38 minutes 02 seconds
West, 30.00 feet THENCE North 06 degrees 21 minutes 58 seconds East,
38.50 feet THENCE South 83 degrees 38 minutes 02 seconds East, 30-00
feet; THENCE South 06 degrees 21 minutes 58 seconds West, 38.50 feet
to the Point of Beginning.
& 20' WIDE INGRESS/EGRESS
SETBACK LINE TYP
COORDINATES AT
THE CENTER
OF AN EXISTING
TOWER:
NAD 27 Coordinates:
I �I
W
3
Latitude:
North
34'42'45.14"
Longitude
West
092.27'58.49"
NAD 83 Coordinates:
0.
i- N 1 16
Latitude.
North
34'42'45.47"
Longitude:
West
092'27'59.05"
NGVD 1929 Elevation:
W
Ground:
548.6
feet
Top of Concrete Foundation:
551.7
feet
Top of Tower
854.0
feet
Top of Highest Appendage:
857.0
feet
REFER TO
INSET ENLARGED
PLAN THIS SHEET
N N
n n
NN
W W
I
I
I
I
PLAT OF SURVEY
ALLTEL Mobile Communications, Inc.
Site Name: Lawson Road Cell Site
Pulaski County, Arkansas
25.00'
I
Existing One -Story -
Brick Veneer Residence
I
29.82' FROM TOWER
TO PARENT PARCEL
I251.31' FROM
LEASE LINE TO
PARENT PARCEL
N 01' 1 ' 17" E 100.00'+
South Line of Equrpl
Parent Deed,
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N 88'08'43" W 100.00'
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POINT OF COMMENCEMENT
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100' X 100' TELECORP LEASE AREA
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N 88'08'45" W 641.05' (Measured)
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29.82' FROM TOWER
TO PARENT PARCEL
I251.31' FROM
LEASE LINE TO
PARENT PARCEL
N 01' 1 ' 17" E 100.00'+
South Line of Equrpl
Parent Deed,
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IDENTIFIABLE POINT 1
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Centerline Alpine Lane & 1
Centerline Colonel Glenn
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N 89' 16' E 641-00' (Record) 00
S 88'08'45" E 641.00' (Measured)
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Parent Deed
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Mobile Home
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Mobile Home
(68.0' x 13.7')
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TELECORP LEASE AREA
AREA 10.000 S.F./0.230 ACRES
(Reference Document 4)
low
25.00'
S 88'37'09" E 20.00
-/ 475.9
Cote
474.J
ALL DISTANCES SHOWN
FROM TOWER ARE FROM
FACE OF TOWER
III SOUTH 1310.76' (Record)
S 01'22'52" W 1318.77' (Measured)
II
£7. 465.2
Inv. 462.1
Inv 462.5
JO' CMP Culvert
aaII Crave/ Surface Road
ro I 15' Wide
S 01'22'51" W 961.54'
D.. 472.0
�II
Inv. 46J.7
Inv. 464.5 t2 -JO
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Inv. 464.4' CMP Culverts
466.9
20' WIDE EASEMENT
FOR INGRESS/EGRESS
AND UTILITY PURPOSES
AREA: 25,583 Sq. FL/0.587 Acres
II
El. 4625
Reference Document 4
S 88'08'43" E 100.00' I
N 88'08'43" W 100.00'
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IDENTIFIABLE POINT 1
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Centerline Alpine Lane & 1
Centerline Colonel Glenn
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I
N 89' 16' E 641-00' (Record) 00
S 88'08'45" E 641.00' (Measured)
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' North Line of
Parent Deed
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Mobile Home
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Mobile Home
(68.0' x 13.7')
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TELECORP LEASE AREA
AREA 10.000 S.F./0.230 ACRES
(Reference Document 4)
low
25.00'
S 88'37'09" E 20.00
-/ 475.9
Cote
474.J
ALL DISTANCES SHOWN
FROM TOWER ARE FROM
FACE OF TOWER
III SOUTH 1310.76' (Record)
S 01'22'52" W 1318.77' (Measured)
II
£7. 465.2
Inv. 462.1
Inv 462.5
JO' CMP Culvert
aaII Crave/ Surface Road
ro I 15' Wide
S 01'22'51" W 961.54'
D.. 472.0
�II
Inv. 46J.7
Inv. 464.5 t2 -JO
. 46J.7
Inv. 464.4' CMP Culverts
466.9
20' WIDE EASEMENT
FOR INGRESS/EGRESS
AND UTILITY PURPOSES
AREA: 25,583 Sq. FL/0.587 Acres
II
El. 4625
Reference Document 4
REFERENCE DOCUMENTS
1. USGS BONO QUADRANGLE, ARKANSAS, CRAIGHEAD CO., 7.5 Minute Series
(Topographic), 1980.
2. CLO Plat of Township I North, Range 14 West.
3. Warranty Deed 99001246,
4. Survey Plot of Telecorp Lease Area by Hope Engineering.
UTILITY INFORMATION
No attempt has been mode as a part of this boundary survey to
obtain or show data concerning existence, size, depth, condition,
capacity or location of any utility or municipal/public service
facility except as depicted on this survey plot. For information
regarding these utilities or facilities, please contact the
appropriate agencies or other surveys.
Power Line:
Entergy Electric
1-800-368-3749
Telephone Line:
Southwestern Bell
1-800-499-7928
EASEMENTS. ZONING AND LAND USE REGULATIONS
Except as specifically stated or shown on this plat, this survey
does not purport to reflect any of the following which may be
applicable to the subject red estate: easements, other than
possible easements which were visible at the time of the making
of this survey or as provided by client building setback lines;
restrictive covenants; subdivision restrictions; zoning or other
land -use regulations, and any other land -use regulations, and any
other facts which an accurate and current title search may
disclose
BASIS OF POSITION AND HEIGHT
POSITION AND HEIGHT: TRIMBLE NAVIGATION PROWS w/OMNI DGPS
Temporary Bench Mark (TBM): Northeast Corner of Concrete Pad
S 3B' W, 69 feet from the Northeast Comer of Subject Property
as depicted on this survey
Elevation 548.45 feet, NGVD of 1929.
FLOOD INFORMATION
By graphic plotting only, the subject property is located within
Zone C of the National Flood Insurance Program, Federal Emergency
Management Agency, Flood Insurance Rate Map, Pulaski County, Arkansas
Unincorporated Areas, Panel 380 of 585, Community Panel Number
050179 0380 D Map Revised July 16, 1996,
Zone C denotes areas of minimal flooding outside 100 -year floodplain.
LAST DAY OF SURVEY
April 18, 2000
SURVEY AND PLAT
b
� hoffmon-pneur & associates, inc.
land surveyors - consulting engineers
320 o bryon lane • van bum, AR 72956
.a talc (501) 474-7916- fax: (501) 474-2450
HP JOB NO. 27477
CERTIFICATION
The hereon platted survey was made under my personal supervision
and was executed in accordance with the current Minimum Standards
as set forth in Standards of Practice No. 1 (Revised March 14,
1996) Arkansas Minimum Standards for Properly Boundary Surveys
and Plats as published by the Arkansas Geological Commission,
Land Survey Division.
And that the coordinates Latitude and Longitude, North American
of 1927 and North American Datum of 1983 expressed as degrees, minutes
and seconds at the center of on existing lower and the ground
elevation National Geodetic Vertical Datum of 1929 expressed as feet
as depicted hereon are within the following accuracy tolerances.
Horizontal f 50 feet and vertical f 20 feet.
\\�N1i1i I1111/I///r///
STATE OF
RKANSAS
NO. 663
saw �
Pte"
HOF
r rrrr'Unuilii"`v\vr\\ l�S �,{r/^R �t/Ws ,
Ivan L. Hoffman, JrW': S(I�r^'(,
Arkansas Registered Professional Land Surveyor
Certificate No. 663 �I+x.d�.Ti. Er A,/ /2 COlOp'S
Hoffman-Prieur & Associates, Inc.
320 O'Bryon Lane d ru b'i'n(/, _P,j /-nice -n IIII "- r r f`
Van Buren, Arkansas 72956 CIDr�r Tp %/� -r-A4 . hc� s �c.,,,,r cz r
,t ! p� -14 f
ARKANSAS SURVEY PLAT CODING ;-
Arkansas Geological Commission
Land Survey Division FEB 0 5 2001
File Code Number
500 01N 14W 0 23 10-60 663-
I ,
REV. 1: Added Clarification Note and Signature
REV. 2: General Revisions
REV. 3: Revised Edge of Gravel
1111,
)RI 78
ONE ALLIED DRIVE Little Rock, Arkansas 72202
Office: (501) 905-8500 Fox: (501) 905-6243
PROJECT: LAWSON ROAD - LITTLE ROCK, ARKANSAS
EXISTING SELF -SUPPORTED TOWER COLLOCATION
SHEET TITLE: SITE BOUNDARY SUREVEY
DESIGNED BY: REVISIONS CELL SITE: I
DRAWN BY: HOFFMAN-PRIEUR REV. 1: 05 JUNE 00 MSA
CHECKED BY: IH REV. 2: 21 JULY 00 SHEET NO.
WORK ORDER NO. REV. 3: 19 OCT 00 7
DATE: 11 MAY 00 FILENAME 0006602 OF: U 2
S 88'08'43" E 100.00' I
I �I
I f
TRA, El. S 01.51 ' 1 7" W 100.00' I
48, 5 s 1
h
-------
Utility Pole w/Tronsformer W
I
i- N 1 16
yen
s Tele. Ped. (SWR 1;4500) W
_ S 88'08'43" E 317.60'
S23 S24 /
77'�-
77 jN 01'51'17
20. i N 01'51 17 E 5.00
-
", 59.83' FROM LEASE LINE TO
,:
__
POINT OF COMMENCEMENT
Q
0-
'a PARENT PARCELJ
CORNER REFERENCE' Found 11210 Rebar of the Southeast Comer
" 383.43' FROM TOWER T
of the ' W �� t) 1.0' To ofSection
Comer. T -7-N, R -t4 -w.
W
ZPARENT
�� v PARCEL
2. Reference Document 4.
d'
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" POINT OF BEGINNING
O
100' X 100' TELECORP LEASE AREA
F-
& 20' WIDE INGRESS/EGRESS
& UTILITY PURPOSES
W
Z
S 89'15' W 641.05' (Record)
N 88'08'45" W 641.05' (Measured)
J
REFERENCE DOCUMENTS
1. USGS BONO QUADRANGLE, ARKANSAS, CRAIGHEAD CO., 7.5 Minute Series
(Topographic), 1980.
2. CLO Plat of Township I North, Range 14 West.
3. Warranty Deed 99001246,
4. Survey Plot of Telecorp Lease Area by Hope Engineering.
UTILITY INFORMATION
No attempt has been mode as a part of this boundary survey to
obtain or show data concerning existence, size, depth, condition,
capacity or location of any utility or municipal/public service
facility except as depicted on this survey plot. For information
regarding these utilities or facilities, please contact the
appropriate agencies or other surveys.
Power Line:
Entergy Electric
1-800-368-3749
Telephone Line:
Southwestern Bell
1-800-499-7928
EASEMENTS. ZONING AND LAND USE REGULATIONS
Except as specifically stated or shown on this plat, this survey
does not purport to reflect any of the following which may be
applicable to the subject red estate: easements, other than
possible easements which were visible at the time of the making
of this survey or as provided by client building setback lines;
restrictive covenants; subdivision restrictions; zoning or other
land -use regulations, and any other land -use regulations, and any
other facts which an accurate and current title search may
disclose
BASIS OF POSITION AND HEIGHT
POSITION AND HEIGHT: TRIMBLE NAVIGATION PROWS w/OMNI DGPS
Temporary Bench Mark (TBM): Northeast Corner of Concrete Pad
S 3B' W, 69 feet from the Northeast Comer of Subject Property
as depicted on this survey
Elevation 548.45 feet, NGVD of 1929.
FLOOD INFORMATION
By graphic plotting only, the subject property is located within
Zone C of the National Flood Insurance Program, Federal Emergency
Management Agency, Flood Insurance Rate Map, Pulaski County, Arkansas
Unincorporated Areas, Panel 380 of 585, Community Panel Number
050179 0380 D Map Revised July 16, 1996,
Zone C denotes areas of minimal flooding outside 100 -year floodplain.
LAST DAY OF SURVEY
April 18, 2000
SURVEY AND PLAT
b
� hoffmon-pneur & associates, inc.
land surveyors - consulting engineers
320 o bryon lane • van bum, AR 72956
.a talc (501) 474-7916- fax: (501) 474-2450
HP JOB NO. 27477
CERTIFICATION
The hereon platted survey was made under my personal supervision
and was executed in accordance with the current Minimum Standards
as set forth in Standards of Practice No. 1 (Revised March 14,
1996) Arkansas Minimum Standards for Properly Boundary Surveys
and Plats as published by the Arkansas Geological Commission,
Land Survey Division.
And that the coordinates Latitude and Longitude, North American
of 1927 and North American Datum of 1983 expressed as degrees, minutes
and seconds at the center of on existing lower and the ground
elevation National Geodetic Vertical Datum of 1929 expressed as feet
as depicted hereon are within the following accuracy tolerances.
Horizontal f 50 feet and vertical f 20 feet.
\\�N1i1i I1111/I///r///
STATE OF
RKANSAS
NO. 663
saw �
Pte"
HOF
r rrrr'Unuilii"`v\vr\\ l�S �,{r/^R �t/Ws ,
Ivan L. Hoffman, JrW': S(I�r^'(,
Arkansas Registered Professional Land Surveyor
Certificate No. 663 �I+x.d�.Ti. Er A,/ /2 COlOp'S
Hoffman-Prieur & Associates, Inc.
320 O'Bryon Lane d ru b'i'n(/, _P,j /-nice -n IIII "- r r f`
Van Buren, Arkansas 72956 CIDr�r Tp %/� -r-A4 . hc� s �c.,,,,r cz r
,t ! p� -14 f
ARKANSAS SURVEY PLAT CODING ;-
Arkansas Geological Commission
Land Survey Division FEB 0 5 2001
File Code Number
500 01N 14W 0 23 10-60 663-
I ,
REV. 1: Added Clarification Note and Signature
REV. 2: General Revisions
REV. 3: Revised Edge of Gravel
1111,
)RI 78
ONE ALLIED DRIVE Little Rock, Arkansas 72202
Office: (501) 905-8500 Fox: (501) 905-6243
PROJECT: LAWSON ROAD - LITTLE ROCK, ARKANSAS
EXISTING SELF -SUPPORTED TOWER COLLOCATION
SHEET TITLE: SITE BOUNDARY SUREVEY
DESIGNED BY: REVISIONS CELL SITE: I
DRAWN BY: HOFFMAN-PRIEUR REV. 1: 05 JUNE 00 MSA
CHECKED BY: IH REV. 2: 21 JULY 00 SHEET NO.
WORK ORDER NO. REV. 3: 19 OCT 00 7
DATE: 11 MAY 00 FILENAME 0006602 OF: U 2