HomeMy WebLinkAboutS-1125-A Map 1BASIS OF BEARING
NAD 83 GRID NORTH
C.P.S. CONTROL POINT # 2 - PAGIS DATA
NAD-83, NORTH ZONE 0301
N 148,831.705
E 1,235,488.665 1.
LAT. 34 44 31.0254-48 N
ELEVATION - 262.684' MSL�
Ln
E 6TH. ST.
N 68°06'26" E 10,49'
n
N 87022'55" W L
FND, 1' PIPE
WATER
NDFAUCET
�, . 2' PIPE r B
E 294•7- - °P.K. NA
2
A 03 03 54- - ELEV. 261.
_CHORD -A us369 CONCRETE PARKING
pD
REBAR_
� 40' INGRESS & EGRESS EASEMENT
1/2-'RE-BAR-- 20'- S�4N/T,gRy -SEWER EASEAfENT _- --- W
®r 100, kAG
OC /,
707 1 ARH`A1
/S ICY DARR COMPANY
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0 # 140/1 ST_ TREET
LITTR-722 3-0927
Start
285
IN
SW 1
37
04.8
424.8031
183
IN
SE 87
42
55.2
210.4000
287
IN
SW 1
32
04.8
197.6000
290
IN
NW 88
09
36.3
290.2696
185
IN
NE 3
14
47.8
49.8737
184
IN
NW 87
06
55.0
252.6000
289
IN
NW 39
42
06.7
648.3055
358
IN
NE 17
42
51.1
35.1373
357
IC
359
Central Angle
47 00 38.1
Radius
369.5400
Arc
303.2037
Tangent
160.7212
Chord
294.7701
Bearing
NE
82 03 02.7
6
IN
NW 87
22
55.3
11.9718
7
IN
NE 68
06
25.5
206.6704
5
IN
SE 89
05
32.6
280.8327
115
IN
SW 1
37
04.8
87.5000
285
Area =
392593.1510
Sq. Feet or
01-372-21
148694.02751
1235822.72126
148269.39380
1235810.72660
148261.00630
1236020.95935
148063.47718
1236015.66725
148072.79684
1235725.54726
148122.59048
1235728.37179
148135.30298
1235476.09188
148634.09556
1235061.95908
148667.56684
1235072.65027
149023.57007 1235171.75381
148708.33234
1235364.58794
148708.87916
1235352.62862
148785.94102
1235544.39447
148781.49263
1235825.19189
148694.02751
1235822.72126
9.0127 Acres
CONCRETE
i
RP\LRO
PD
` 1/2' REBAR
LfELEV. 261.59
°
60,R/w ��kR vdi
42" STORM SEWER
T F F= T S ❑R
G.W. yJ� ✓ P DR/+INwaTER 10' SS DRAIN
S &I, -'33" E 880.83' VALVE
1/2' REBAR ?are .
ASPHALT PARKING
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PUTAM COOUI '1`ti �9 GG3GOlN�1�QSa
NE CORNER,
SE 1/4 SE 1/4
SECTION 2, T-1 -N, R-12-W
SE CORNER
LOT 11 , POPE'S
1000 ACRE GRANT
P,s N 88' 1 1 '26"
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O In
T-' CO EDDIE�
I.r) N CAFE /
C.P.S.
ELEV,
-
O
262.22�
SET 1/2' RE
25' BUILDING LINE a
J
U g ` 1/2" REBAR # 1 - PAGIS DATA
N NAD-83, NORTH ZONE 0301
\ N 148,418.794
\ E 1,235,592.483
LAT. 34'44'26.944138" N
LONG. 92°15'19.494759" W
\ ELEVATION = 261.241' MSL
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N 88'11'26' W
FND. 3 �IPE 87 4� 55 E 210.40'
W
-- SET 1/2' F
i!y 2 U LDI LINE
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a-15*'--------_ 36°'STORM ORA/
20
n�-AAU=' S----�Eb1�ER-EASEMER-T -
SET 1/2'RE R` --r% SBLDD TQ.�/1VLF_f JEwER-
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184 ❑u D 1"PIPESTORY
0 N 87006'55" W 252,60' LLB ETABLDG
N OO co
O
185 N 88°09'36" W 290.27'
❑UND 'X' CUT IN CONC
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287
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290
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LEGAL DESCRIPTION FOR
DARRAGH COMMERCIAL SUBDIVISION
ALL THAT PART OF THE SE 1/4 SE 1/4, AND ALL THAT PART OF THE NE 1/4 SE 1/4, ALL IN
SECTION 2, T-1-N, R-12-W, AND BEING PART OF LOT 11 OF POPE'S 1000 ACRE GRANT, CITY OF
LITTLE ROCK, PULASKI COUNTY, ARKANSAS, THE HEREIN BEARING SYSTEM IS BASED ON
THE NORTH AMERICAN DATUM OF 1983 (NAD-83), GRID NORTH, NORTH ZONE, MORE
PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NE CORNER OF SAID SE 1/4,
SE1/4 SECTION 2, HAVING A COORDINATE VALUE OF NORTH 148,687.396 FEET, EAST
1,236,032.617 FEET, THENCE N 88'11'26° W ALONG THE NORTH LINE THEREOF 1E.60 FEET TO
THE SE CORNER OF LOT 11, POPE?S 1000 ACRE GRANT, THENCE CONTINUE N 8611'26" W
ALONG THE SOUTH LINE OF SAID LOT 11 AND THE NORTH LINE OF SAID SE 1/4 SE 1/4 FOR
194.40 FEET TO A COTTON PICKER SPINDLE AND THE POINT OF BEGINNING, THENCE S
01°37'05" W 424.80 FEET TO A THREE INCH DIAMETER PIPE, THENCE S 87'42'55" E 210.40 FEET
TO A ONE HALF INCH REBAR IN THE EAST LINE OF SAID SE 1/4 SE 1/4, THENCE S 01-32'05" W
ALONG THE EAST LINE THEREOF 197.60 FEET TO A ONE HALF INCH REBAR, THENCE N
88'09'36" W 290,27 FEET TO AN "X" CUT IN CONCRETE, THENCE N 03'14'48" E 49.87 FEET TO A
ONE INCH DIAMETER PIPE, THENCE N 87'06'55" W 252.60 FEET TO A ONE HALF INCH REBAR IN
THE EASTERLY RIGHT-OF-WAY LINE OF MISSOURI -PACIFIC RAILROAD COMPANY, THENCE N
39-42'07" W ALONG SAID RAILROAD R/W LINE 648.31 FEET TO A ONE HALF INCH REBAR,
THENCE N 17'42'51" E ALONG SAID RAILROAD R/W LINE 35.14 FEET TO A ONE HALF INCH
REBAR, THENCE ALONG SAID RAILROAD AND A CURVE TO THE LEFT HAVING A RADLIS OF
369.54 FEET AND A CHORD OF N 82'03'03" E 294.77 FEET TO A TWO INCH DIAMETER PIPE IN
THE SOUTH LINE OF SAID NE 1/4 SE 1/4, THENCE N 87'22'55" W ALONG THE SOUTH LINE
THEF�EOF 11.97 FEET TO A ONE INCH DIAMETER PIPE IN THE SOUTHERLY R/W LINE OF
MIS,OURI- PACIFIC RAILROAD COMPANY, THENCE N 68'06'26" E ALONG SAID RAILRCAD R/W
LINE 206.67 FEET TO AN "X" CUT IN CONCRETE AND THE SOUTH R/W LINE OF EAST 6TH
STREET, THENCE S 89'05'33" E ALONG SAID STREET 280.83 FEET TO A COTTON PICKER
SPINDLE IN THE CENTERLINE OF A CONCRETE DRIVE, THENCE S 01'37'05" W LEAVING SAID
STREET AND ALONG THE CENTERLINE OF SAID CONCRETE DRIVE 87.50 FEET TO THE POINT
OF BEGINNING, CONTAINING 9.0127 ACRES OF LAND, MORE OR LESS, SUBJECT TO EXISTING
SANITARY SEWER LINE EASEMENTS (20 FEET IN WIDTH) IN FAVOR OF THE LITTLE ROCK
WASTEWATER UTILITY AS FOUND IN INSTRUMENT No. 78-39205 OF THE PULASKI CDUNTY
CIRCUIT CLERKS RECORDS.
CERTIFICATE OF FINAL
SURVEYING ACCURACY
I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU-
MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,
TYPE AND MATERIAL ARE CORRECTLY SHOWN.
11-7-96 SIGNED '410,
DATE OF EXECUTION BEN KITTLE , JR., PIS NO. 568, ARKANSAS
CERTIFICATE OF FINAL
ENGINEERING ACCURACY
1, _ WILLIAM E. KIRKPATRICK , HERBY
CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY
ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
11-7-96 SIGNED
WILLIAM E. KIRKPMTRICK, REGISTERED ENGINEER
DATE OF EXECUTION NO. _ 259 , ARKANSAS
CERTIFICATE OF FINAL
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO 'PHE .PREPARATION AND SUBMITTAL TO
A FINAL PL?;'P HAVING BEEN FULFILLED, APPROVAL OF "HIS PLAT
IS HEREBY GRANTED.
DATE
DATE OF EXECUTION SIGNED AME
L.R. PLA NING COMMI°SION
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND
DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HALE LAID OFF,
PLATTED AND SUBDIVIDED, AND DO HERBY LAY OFF, P;AT AND SUB-
DIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS ?LAT.
SIGNED J7,4 xeu0j e
I I / 7 / 1996 1431 MERRILL DR F
DATE OF EXECUTION NAME LITTLE ROCK, AR. 72211
1386 284 ADDRESS
SOURCE OF TITLE: D.R.1189 PAGE 153 TO 155
INSTRUMENT NO. '
9? 020Cc4I!, CERTIFICATE OF RECORDING r/
THIS DOCUMENT, PMBER FILED FO CORD
IN PLAT BOOK PAGE
SIGNED
NAME n K
FLOOD INFORMATION
THIS SURVEY IS LOCATED IN FLOOD ZONE "X" AS SHOTN ON COMMUNITY
PANEL NUMBER 050181-0008 E, DATED NOV. 3, 1993, AND IS NOT WITH-
IN THE DESIGNATED 100 YEAR FLOOD PLAIN.
VICINITY M-A'.P I 400 D'
REGENT-) U I�
POWER POLE 0
LIGHT POLE c�
SIGN - Q �' o
WATER VALVE/METER C\2
SANITARY SEWER MAN -HOLE -® �
TELEPHONE PEDISIAL------" o
FIRE HYDRANT'
GAS METER C o
SATELLITE DISH
DROP INLET GRATE- ® F
HANDICAP PARKING- ID\- 17 �! r
BASELINE POINTS --A o
CONCRETE -CONC. E
GUY WIRE ANCHOR-G.W.A.
POINT OF BEGINNING--P.O.B. --
ZONED 13 (SEC. 2 -- I N -12W) ®®
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CYI I S T `-�"�-�-'�------ STATE: OF
ARKANSAS
NO, 568
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