HomeMy WebLinkAboutS-0867-TTTT MapCERTIFICATE OF OWNER
100 0 100
Scale 1" = 100 ft
O 2O N88'09'51"E O
-� 240.08
TRACT B R2894.78'
PLAT BK. G. PG. 254 CDN89'33'48"E R2843.18'
CDN8
LC141.38' LC135.5 E
LC 6'
G�
ARKANSAS
STATE PLANE
C❑❑RDINATES
(NORTH ZONE)
I
N
166169.40
E 1166511.13
a
N
166170.48
E 1166652.51
3
N
166178.17
E 1166892.47
4
N
166179.27
E 1167028.03
5
N
166159.37
E 1167322.01
6
N
166074.39
E 1167998.43
7
N
166068.51
_E 1168180.78 _
8
N
166038.56
E 1168182.60 -_
9
N
165923.93
E 1168214.37
10
N
165787.10
E 1168202.98
11
N
165710.95
E 1168248.75
12
N
165594.29
E 1168351.16
13
N
165273.66
E 1168420.70
14
N
164970,77
E 1168330.70
15
N
164682.87
E 1168174.09
16
N
164776.23
E 1167798.76
17
N
165355.71
E 1167283.77
18
N
165865.02
_E 1167082.87
CURVE LENGTH DELTA TANGENT RADIUS
F Ct T-
1-89.46'
7Z2YOG
109.772
-.._-150.00
C2
2743 32"
90.43
450 00
i C3 I
_178.49'
175.81'
5021'5Y
94.04
200 00'
C4
479 53'
12706 39
406.84
225 00'
_
C5 r
_-
212.65'
20' 18 25
107.45'
600.00' J
Cr
307.81
11T34_2,V
_ 247.55' _
150.00'-11
I C7
106.43'
4939'07
55_56'_
150.00'
CR
216.19`
8Z34'40'
131.73'
__150_OO J
LEGAL DESCRIPTION
300
CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, 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 PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, 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.
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.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
I
I
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD 20 IN PLAT BOOK
PAGE
R2843.18'
CDS86'07'39" E
_ LC294.66'
6, ---
O _CHENAL VALLEY DRIVE R984.93'
PLAT
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NE1/4
Section 27 17 \ 18 \ ����\ / i� ti�'� \� 6 1 I 7 11
T-2-N, R-14-W
Al
17
tip � A� "�• � Jg /S•
PART OF THE NE1/4 OF SECTION 27 AND PART OF THE NW1/4 OF SECTION
26, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, MORE PARTICULARLY
DESCRIBED AS:
COMMENCING AT THE NORTHEAST CORNER OF TRACT B, BLOCK 92, CHENAL
VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID
CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE;
THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE ARC OF
A 2894.78 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF N89'33'48"E, 141.38 FT.; THENCE N8909'51"E
CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE 240.08 FT.; THENCE
EASTERLY CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE
ARC OF A 2843.18 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
DISTANCE OF N89'32'10"E, 135.56 FT. TO THE POINT OF BEGINNING;
THENCE EASTERLY CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING
THE ARC OF A 2843.18 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF S86'07'39"E, 294.66 FT.; THENCE S82'50'20"E
CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 681.73 FT.; THENCE
EASTERLY CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE BEING THE
ARC OF A 984.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF S88'09'13"E, 182.46 FT.; THENCE S0,728'05"E, 30.00
FT.; THENCE S15729'25"E, 118.96 FT.; THENCE SO4'48'OeW, 137,31
FT.; THENCE S31'03'56"E, 88.91 FT.; THENCE S41'16'40"E, 155.22
FT.; THENCE S12'14'19"E, 328.08 FT.; THENCE S1632'56"W, 315.99
FT.; THENCE S2932'47"W, 327.73 FT.; THENCE N76'01'58"W, 386.76
FT.; THENCE N41'37'39"W, 775.25 FT.; THENCE N21'31'38"W, 547.50
FT.; THENCE N0953'59'W, 319.01 FT. TO THE POINT OF BEGINNING,
CONTAINING 31.0941 ACRES, MORE OR LESS.
10
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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.
DATE OF EXECUTION DELTIC TIMBER CORPORATION` I
# 7 Chenal Club Blvd.
Little Rock, Arkansas
D.R. PAGE
INSTRUMENT NO. 88-61004
CENTRAL
WATER
PLANS APPROVED l/11Jl1%
EASEMENT APPROVED
EASEMENT REQ IREO
DA?E
*2#��=
OY
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,
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5, ALL FRONT BUILDING SET -BACK LINES ARE 25'
UNLESS NOTED OTHERWISE.
6. ERROR OF CLOSURE: EXCEEDS 1:50,000
7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
ARE 25.0', UNLESS NOTED OTHERWISE.
8. TRACTS A, B, C AND D MAY BE USED AS EASEMENTS
FOR DRAINAGE AND/OR UTILITIES. REFER TO
BILL OF ASSURANCE FOR RESTRICTIONS ON USE.
9. THERE IS A 10 FT. UTILITY/DRAINAGE ACROSS THE FRONT OF ALL LOTS.
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 PULASKI COUNTY, ARKANSAS.
44411 'SIH.L -IV
31q)�JkVAV, aO.I,/ N3S 83AA3S ON
£06� jai 5
ZOZZLL SesucNAV
Ai!I!3fia�;sel�Fou �latl�
NVV1 /4 LOTS 1-27 BLOCK 89
Section 26 LOTS 1-14, BLOCK 90
T-2-N, R-14-VIA LOTS 1-9, BLOCK 91
TRACTS A, B & C BLOCK 89
TRACT D BLOCK 90
C _mTMNAIL VAULTF
II)11) I I l (�) \ f (1) I I III: (I 1 1 (N l•
To be known as '1 GERMAY CIRCLE"
BEING PART OF SECTIONS 26 AND 27
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
a� NOVEMBER, 2002
1��'IIC"li
" 717 li�d_