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POINT OF COMMENCEMENT
• FOUND NER1/4 ISECTION KE NE pp ER OF
FOUND I CO�ONNSPINDLE
I/4 SECTION OCORNER OF S88 45 08 E 170.08
T-1-N, R-11-W
N = 136195,2394
T-1-N, R- SECTION
N = 136252,6930 POINT OF BEGINNING E = 1251380.0407
E = 12487.45.6230 - N = 136178.22
E = 1249408.60 SLOANE DRIVE 120' R/W s01.59 59 W
- - - - - FOUND 1/2" REBAR - ,
----N=136181.9241 -------------- 59.86
E=1249238.5617 N88'45'08"1N T-------------------------------- - ----------------
SET 1/2" REBAR r _ _ - _ _ - _ _ - _ I G CI . O 12
_____4-L_ ____________ 1 2"REBAR _ _ - _
559.3D' __ __ �___ 559.31' _-__----__- - _
_
N = 1364919 691 1 1 851.21' r___-_-____"_------------•-------
E 1249192,6286 / I I I-_----;W_UTILIr'_-ASCNENL___�518UILDING ISETBAGK
y ________ _______________ 1 10' UTILITY EASEMENT
- - 1/2" REBAft -- - - 1 I
N = 136153.8604
qN / i i I E = 1250526.9505
I /; ,RADIUS=50.00'
LENGTH=56.723� I�
NW 1/4 OF NE 1/4
CHORD=53.7296I SECTION 20, I ILd I
z 1 T-1-N, R-11-W 1 jz 1
0
olo q/�/ ='CT F-11 1 <
TRAI I ;0
h J/ AREA 102 f o'
I /D 1 1 0Ito TRACT E-1
[1�, cp/i i 4.450 Acres I o IN AREA 102 (a Iw TRACT E-2 ko NE 1/4 OF NE 1/4
"1 /N �__ 30_ BulLowc SETBACK I i v�iJ 1`I N I z AREA 102 IN SECTION 20, I
31w 41, _�/l/-�_r--m----r-r N iw I T-1-N, R-11-w TRACT B-5 o
Z IZ ✓S� ET 1/2 RE_BA_R_479,6 -- 11< SET 1 2 REBAR 1 O I ry 1 N
/�---30' BUILDING SETBACK -t-f-� /" ILLI i I z
ZI
Iz N� ^ IzI o l o
I /3Ld I w
T t/2 REBAR 11 1 M 1 (� N SCALE; 1" = 200'
is d135483.4W TRACT F-2 1 1 I N
I�a /� E� 1248881.9322 AREA 102 1 1p zl I zI i 200' 100' 0 200'
9.597 Acres ; ;_�
// 30' SEWER LINE _
/1��I'RADIUS=1065' EASEMENT
z 1 i i LENGTH=464.17' 1 �'
CHORD=460.505
_ I F,
1 i I 1 1 I $� TE 0
f L-I-T----- - 1-T-J--- 1----I -------"------'l------------- : H
5 R LINE
I I EASEMENT 50 RAILROAD EASEMENT 1 1 I 1 r___------
_ ___________
92
- -- 11OCr A.P.&_L. ELECTRICAL EASEME=-------------------------- --_--- iI SET 1//2" REBAR 1 I_ _______________________________ • '
�_ 124875.1291 - I _ _
I I E = 1248752.382�y_t__ _________ - _______ � ��•
_______1_1 I______ _ _ _ _ __ __________ •An
NOI 16 34 E 106.14 E�112487539°'0 56N8 658.16„w -i-1 D 1 2" REBAR 537.55' 10 i EASEMENT 37.5fi HTS TO ENTEROY 11/2" REBAR__________________________ ___________ C/ • �Ru 1__j
i s
• 121REBAR _- N = 134892.9296-----------------
0.0190 / SB84622 E 1075.11' /// \\
FOUND 1/2" REBAR
FOUND 5/8" REBAR N = 134918,0343 E = 1250482.8984
E = 1249408.0343 FOUND 1/2" REBAR
SW CORNER OF NW 1/4. NE 1/4 SW CORNER OF
SECTION 20 T-1-N, R-11-W N 1/2, NW 1/4 SECTION 21
N = 134930.7630 T-1-N, R-11- W
E = 1248715.0270 N = 134874.7014
E = 1251333.6963
GENERAL NOTES
1. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT THE
TIME OF THIS SURVEY.
2. OWNER OF RECORD AT TIME OF SURVEY: City of Little Rock, Arkansas
3. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE
OR DELINEATE: ZONING. REGULATIONS, RESTRICTIONS, OR OTHER ITEMS
WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. NO STATE-
MENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE EXISTENCE
OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE
OR DEVELOPMENT OF THE TRACT.
4. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETF_RMINED FROM
PAGIS MONUMENTS 1001 AND 2001.
5. BASIS OF BEARINGS IS FROM NAD 83 AS DETERMINED FROM PAGIS MONUMENTS
1001 AND 2001.
6. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 0501810129 F
AND DATED OCTOBER 19, 2001, SHOWS THAT NO PART OF THIS SITE
LIES BELOW THE 500 YEAR FLOOD, AND THAT THE SITE HAS A
ZONE X CLASSIFICATION,
7. RATIO OF CLOSURE: RADIAL SURVEY USING RTK CPS. DOUBLE MEASURED
ALL POINTS WITHIN 0.1'.
8. NO BUILDINGS WERE CONSTRUCTED ON THE PROPERTY AT THE TIME OF
THIS SURVEY.
I
9, FOR USE AND BENEFIT OF: LITTLE ROCK PORT AUTHORITY, CITY OF
LITTLE ROCK AND UNITED HOIST AND CRANE, INC
LEGEND
* FOUND PROPERTY MONUMENT
O SET 1/2" REBAR AT PROPERTY CORNERS
- - - PROPERTY LINE (SUBJECT PROPERTY)
-- - PROPERTY LINE (ADJACENT PROPERTY)
---------- EASEMENT LINES
----------- BUILDING SET -BACK LINES
- - SECTION LINES
- - -- - - - SECTION QUARTER LINES
LAND DESCRIPTION
A part of the North half of the NE 1/4 of Section 20, T-1-N, R-11-W, Pulaski County, Arkansas, being
more particularly described as follows:
Commencing at the NE Corner of the NE 1/4 of said Section 20, thence run S01'59'59"W, 59.86 feet to a
point on the south Right -of -Way line for Sloane Dri,,e; thence N88'45'08"W, along said Right -of -Way line
1369.82feet to the Point of Beginning; Said point also being a point on the East line of a 50 foot wide Texas
Eastern Transmission Corporation Gas Line Easement; Thence 500'01'33"W 1262.26 feet along the East line of the
Texas Eastern Transmission Corporation Gas Line Easement to the South line of the North half of the NE 1/4 of
Section 20; Thence N88'46'34"W 658.16 feet along South line to the East Right -of -Way of Zeuber Road; Thence
along said Right -of -Way N01'16 34 E 106.14 feet to the beginning of a Curve to the right with a Radius of 1065
feet, a Length of 464.17 feet, and a Chord of 460.505 feet; Thence N26'14'54"E 747.74 feet to the beginning
of a Curve to the right with a Radius of 50 feet, a Length of 56.723 feet, and a Chord of 53.729 feet with the
end of said Curve being a point of the South Right -of -Way line of Sloane Drive; Thence along said Right -of -Way
line S88'45'08"E 170.08 feet to the Point of Beginning containing 14.047 acres (611,881 SF), more or less.
VICINITY MAP
PROFESSIONAL
ENGINEER
' V No 11262ool�v
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CERTIFICATE OF OWNER
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WE, THE UNDERSIGN OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO
HEREBY CE IFY TAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY
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LAY OFF, AT AN SUBDIVIDE SAID REAL ESTATE IN ACCORD NCE WITH THIS PLAT.
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MARK STODOLA, MAYOR DATE OF EXECUTION
CITY OF LITTLE ROCK, ARKANSAS
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SOURCE OF TITLE: SEE FINAL PLAT, BOOK 27 PAGE 86
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CERTIFICATE OF ENGINEERING ACCURACY
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I, WALTER SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
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PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF E LITTLE ROCK
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SUBDIVISION RULES AND REGULATIONS H'.VE BEEN COMPLIED WITH.
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DATE OF EXECUTION REGISTERED PROFES ZONAL NGINEER NO. 11262
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CERTIFICATE OF SURVEYING ACCURACY
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I, LANNY R. BEAVERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
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SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE
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CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
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DATE OF EXECUTION REGISTE E LAND SURVEYOR NO. 1392
LANNY BEAVERS
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CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE Tracts F-1 and F-2
CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED.
THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND a Replat of a Portion of
REGULATIONS, Area 102 Uttle Rock
Port Industrial Park
DATE OF EXECUTION LITTLER K PLANNING COMMISSION
CERTIFICATE OF RECORDING JOB No.: 0805-9230
THIS DOCUMENT NUMBER FILED FOR RECORD IN PLA 00< DATE: August 2008
PAGE FOR ILL OF ASSURANCE SEE DOCUMENT NO. ? 0 DESIGNED BY: LRB
n DRAWN BY: DDH
�� ��h� 2008rLied: Received: 9:37:17AM Filed
Recorded: n Official
ec: rds AM T '1 & � 1 � CSC � SHEET NUMBER
CIRCUIT CLE K (�/ Recorded in Official Records Of PAT CLERK
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/ ( PULASKI COUNTY CIRCUIT/COUNTY CLERK ��
Fees $15.00
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