HomeMy WebLinkAboutS-1073-N MapFLOOD INFORMATION:
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CHORD=N30'43'52"W-92.06'
RADIUS=2964.79'
ARC LENGTH=92.06'
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CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN
AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID
OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT,
AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS
PLAT.
�IfE AND SPECIALTY VENTURES LLC
/O COLLIERS INTERNATIONAL
PO BOX 3546
LITTLE ROCK, AR 72203
INSTRUMENT NO. 2011052237
2011052236
2011052235
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING
BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS
CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
COMMISSION
CERTIFICATE OF
A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY
(ZONE AE), AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE
WORK MAP FOR LITTLE ROCK, ARKANSAS. THIS PROPERTY IS IN ZONE X. (FIRM
COMMUNITY PANEL # 05119CO314H, JUNE 7, 2019)
GENERAL NOTES:
1. ALL CORNERS WILL BE SET WITH 1/2" IRON PINS (UNLESS OTHERWISE NOTED)
2. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES.
3. ERROR OF CLOSURE: EXCEEDS 1:20,000
OWNER.
POTIATCH DELTIC REAL EErATE IEC
EX 621 PAGE 233
(UNPLTM)
M
LEGAL DESCRIPTION
LOT 2, ARKANSAS SYSTEMS OFFICE PARK, AN ADDITION TO THE CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS;
AND
PART OF SECTION 36, TOWNSHIP 2 NORTH, RANGE 14 WEST, PULASKI COUNTY,
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 2, ARKANSAS SYSTEMS OFFICE PARK
(PLAT E, PAGE 886), SAID CORNER LYING ON THE EAST RIGHT OF WAY LINE OF CHENAL
PARKWAY; THENCE NORTHWESTERLY ALONG SAID EAST RIGHT OF WAY LINE THE
FOLLOWING COURSES: (1) FOLLOWING THE ARC OF A 2944.79 FOOT RADIUS CURVE TO
THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N26'33'53"W, 336.74 FEET; (2)
N60'09'31"E, 20.00 FEET; (3) FOLLOWING THE ARC OF A 2964.79 FOOT RADIUS CURVE TO
THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N30-43'52-W, 92.06 FEET; (4)
N31'37'55"W, 161.04 FEET, (5) S58-22.05-W, 10.00 FEET; (6) N31.37 55-W, 80.46 FEET;
THENCE LEAVING SAID EAST RIGHT OF WAY LINE N66'35'05'E, A DISTANCE OF 467.85
FEET; THENCE S8757'26"E, A DISTANCE OF 579.58 FEET TO THE NORTHWEST CORNER OF
SAID LOT 2; THENCE S42'31'00"W ALONG THE WEST LINE OF SAID LOT 2, A DISTANCE OF
1025.55 FEET TO THE POINT OF BEGINNING.
OWNSB
POTLATCH BBLTIC EEAL EErATE LLC
BE 021 PAGE 233
(UNPIATIED)
S87*57'26"E-737.98' ma i!r nm^'
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58T5T26"E-579.58' sit 2
_I_ S 7'58'12'E-158.40'
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LOT 1R
(7.960 ACRES
15 SEWER EASEMENT' /% �'< L // �, ,•
(9NSL N0. 2OD1018S02) \�
\ xC (AS 24M (IN PLAT 4100�
XX IV SEWER EASEMENT
/ \ ,
IN PLAT N 9 PAGE
IV WATER EASEMENT
(AE SHOWNON PLAT CO
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PLLATT BK E PACE
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LIMITS OF 100 C EDDFROM N
CHORD=S19'33'48'W-24.60' / / ,[i. (ZONE AE) 5 SCALED FROM FIRM
/ PANEL / 05119C0314H, DATED
RADIUS=316.48'p`~'� / f f JUNE 7, 2019
ARC LENGTH=24.60' //
CH2ORD-N845"E-256.04'
/ RADIUS=500.00'
ARC LENGTH=258.93'
PRIVATE 50' ACCESS
EASEMENT,'/ LOT 2 R
(11.633 ACRES +/-)
(MIN. F.F.E.=535.0')
h
/ / I CHORD=S00'54'44"E-198.20' / ' / /\5r WATER EASEMENT
RADIUS=316.4B' / (AS94M E PAGE RECORDED
COi
LOT 4AFR/ /' ARC LENGTH-201.59' / /
S aN
(1.437 A/CRES -V/-)
10
POI CORNER OF BEGINNING
o I / s71C
P O \ / ff /
(AS SHOWN ON PIAT RECORDED
8N MT M E PANNE ON)
kp RADIUS=24 74'34"E-38.13'
W> J ARC LENGTH 543,53' 1 j if f /
p'��p, 1 CFR=N89'51'O8'E-8. ' \ CHORD=N81'56'251V-141.18'
\- RADIUS=522.46�\ -� RADIUS=GTH=1
ARC LENGTH=8.07' LENGTH=141.61' /
N61'01'30W j f /
41 72' ®S89'24'34"W-85.34 HORD_N82. 59
® RADIUS=522.46 "W-149.17'
ARC LENGT _ '3 �4-110,
N-149.6g •
AD 110.4 01 ""
"ANSAS SYS 1�
(R/W VARIES) EA` s/ DR•
w
CERTIFICATE OF ENGINEERING ACCURACY
I, JOE D. WHITE, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH.
y�.>ei+ems
-`� I�/ ARKANSAS
G-l-=/ 41 : 'k
DATE OF EXECUTION 40E D. WHIT JR �� REGISTERED
/` REGISTERED.,PROFESSIONAL ENGINEER PROFESSIONAL
NO. 7094;''ARKANSAS ENGINEER
Ar III,
No.7094
CERTIFICATE OF SURVEYING ACCURACY
I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED
BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE
CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION DANIEL W. HAVNER
REGISTERED LAND SURVEYOR
NO. 1542, ARKANSAS
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flIII�IIn�II�IIIIIINIIIIN� 2021046280
PRESENTED 07412-2021091602AM RECORDED 07-02-202109:56:56AM
In Official Records of Terri Hollingsworth CirculVCounty Clerk
PULASKI CO. AR FEE $15.00
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MAP COORDINATES
POINT #
'NORTHING (FT)
EASTING (FT)
1
157531.42
1175655.38
2
157832.61
1175504.78
3
157842.56
1175522.13
4
157921.69
1175475.09
5
158058.81
1175390.63
6
158053.56
1175382.12
7
158122.07
1 175339.92
8
158307.99
1175769.24
9
158281.72
1176506.75
10
157169.25
1176467.07
11
157212.61
1176384.07
12
157287.19
1176196.66
13
157320.71
1176078.41
14
157335.14
1176082.50
15
157365.25
1175976.28
16
157385.02
1175828.43
17
157384.14
1175743.09
18
157404.35
1175706.59
SCALE IN FEET
ii
60' 30' 0' 60' 120'', 180'
DESCRIPTION
REVISION
BY
LAICE
(COMMON AREA)
REPLAT
ARKANSAS SYSTEMS
OFFICE PARK
LOTS 1R, 1AR AND 2R
BEING A REPLAT OF
LOT 2, ARKANSAS SYSTEMS OFFICE PARK
AND PART OF SECTION 36, T-2-N, R-14-W
AN ADDITION TO THE CITY OF LITTLE ROCK
PULASKI COUNTY, ARKANSAS
JOE WHITE & ASSOCIATES, INC.
CIVIL ENGINEERING - CONSULTING SERVICES - LAND SURVEYING
,► 25 RA.HLING CIRCLE, SUITE A-2 LITTLE ROCK, ARKANSAS 72223
PHONE: (501) 214-9141
DATE: JUNE 2021 SCALE: 1" = 60,
PROJECT NUMBER: 21-092J
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1\21-092J - Arkansas Systems\Replat.dwq