HomeMy WebLinkAboutS-1073-C Map 6I
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CENTER OF
SECTION 36
I T-2-N, R-1 4-W
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EASEMENTS RECORDED AS INST. NO.
84-16624 AND 84-1 1364 IN FAVOR
OF ARKLA
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EASEMENTS RECORDED A" INST. NO
89-2361\6 IN FAVOR OF ARKLA
N 157386.37
E 1175829.94
SYSTEMS
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L 157295.20
E 117580193
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N 157255.47
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LC 151.82'
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CDN 68' 18'37" W
LC201.7 V
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N87'59'01"W
937,1 1'
NE CORNER
NW 1 /4, SE 1 /4
SECTION 36
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CURVE
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LENGTH DELTA TANGENT
282.07 39'29'26" 146.90'
Legal Description
t-6L1
97 OZ-11 s
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
�GISTF_P I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
�.•S' '0'F d PLAT CORRECTLY REPRESENTS A BOUNDARY ;•sTA'n�ol�'' ESTATE, SHOWN AND DESCRIBED HEREIN, DO
f' ARKANSAS SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
` N1.12i1 MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
G-� Lti ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
;s A':;2 tit ��.'\;`�" �'� ROCK SUBDIVISION RULES AND REGULATIONS
�� lAl`ro�a� HAVE BEEN COMPLIED WITH.
—/s-97
¢ 14r_1!P7 DATE OF EXECUTION ARKANSAS SYSTEMS LAND CO., LLC
DATE OF EXECUTION PAUL M. WHITE i /h `!7 ��
REGISTERED LAND SURVEYOR DATE OF EXECUTION ARKANSAS STEMS B IL ING CO., LLf
NO. 1281, ARKANSAS y i5 y 7
DATE OF EXECUTION CHENAL TECH OLOGY CE R. LLC
D.R. 621 PAGE 233
ADDRESS
INSTRUMENT NO,
CERTIFICATE OF ENGINEERING AC RA Y
v^"•��� + CERTIFICATE OF FINAL APPROVA
yt F-?07
`00 1�prr! ,;, yrs�4 I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
S THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
ji fi E, 4 ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
l r; , ' 4 ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH, EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
4 `
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF RECORDING ;r
THIS DOCUMENT, NUMBER FILED F0
RECORD /% 1S' IN PLAT BOOK
PAGE
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN --- ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
ARC DEF 3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
14'00'00" OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. RADII AT INTERSECTIONS OF STREET
RIGHTS OF WAY ARE 25'
6. ERROR OF CLOSURE: 1:239,800
EXCEPT AS SHOWN NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR
FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. PANEL #050181 0005E,
DATED NOVEMBER 1993.
' A tract of land located in Section 36, T-2—N, R-14—W, Pulaski
County, Arkansas being more particularly described as: Starling
at the Northeast corner of the NW1/4, SEt/4 of said Section 36;
thence N87'59'01"W along the North line of said NW1/4, SE1/4,
937.11 ft. to the point of beginning of the tract of land herein
described; thence N42'30'16"E, 293.16 ft.; thence S87'58'56"E,
158.40 ft.; thence S02'01'50"W, 1113.17 ft.; thence N6225'59"W
93.64 ft.; thence Northwesterly along the arc of a 984.93 ft.
radius curve to the left, having a chord bearing and distance of
N68'18'37W, 201.71 ft.; thence S15'48'45"W, 60.00 ft.; thence
N74'11'l5"W, 172.91 ft.; thence S1 S48'45"W, 10.00 ft.; thence
N74'II'l5"W, 60.68 ft.; thence S15'48'45"W, 5.00 ft.; thence
Westerly along the arc of a 432.46 ft. radius curve to the left,
having a chord bearing and distance of N84'17'S0"W, 151.82 ft.;
thence S4629'28"W, 57.71 ft. to a point on the Easterly
right—of—way line of Chenal Parkway; thence Northwesterty along
said Easterly right—of—way line being the arc of a 2944.79 ft.
radius curve to the left, having a chord bearing and distance of
N20-25'04-W, 295.84 ft.; thence N42'30'16"E, 732.39 ft. to the
point of beginnin, containing 581,264 sq, ft. or 13,.5440 acres
more or less.
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N 1170.743
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E 117
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ARKANSAS
SYSTEMS
OFFICE PARK
0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 401 VICTORY STREET
LITTLE ROCK, ARKANSAS 72201
PART OF SECTION 36, T-2—N,
R-14—W
\ Survey By: Drown By: Checked By: Approved By:
LITTLE ROCK,
PULASKI COUNTY,
ARKANSAS
Revised APRIL 2. 1997
Dale MAY 23, 1998
Hot Vert.
Scale
Tl = 60' I' = 5'
Sheet of