HomeMy WebLinkAboutS-0867-NN Map 2I
I
1411 Gave Of W
SW 1/4. SW 1/4 SWIM 14
T-2-R 11-Is-w
LOT 10
S88'32'58"E 1
13.81ft� 1
N57'31'04"W
1 17.52ft
N34'49'46'
50.00ft
N49' 1216" W
34.05ft
ffi4e 4-,,9. •, 25.1
N50'43'21"W
38.47ft
h''s' 177237
14 ^
53
10 1 MAYWOOD MANOR
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LOT 9 \ LOT 16
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RIGHT OF WAY
TYPICAL AP&L EASEMENT
TRANSFORMER/PEDESTAL
E
LOT LINE
TYP.ESMT
MT. r --- r-
I
OI 1 I
IL 1 I
RIGHT OF WAY
TYPICAL AP&L EASEMENT
SEC. PEDESTAL ONLY
w
CURVE LENGTH DELTA
RADIUS TANGENTS DIRECTION CHORD
C1
266.91ft
64*03'11"
238.75ft
149.34ft
N3824'57"E
253.22ft
C2
80.29ft
04'49'03"
954.93ft
40.17ft
N08'47'53"E
80.27ft
C3
464.34ft
74'17'37'
358.1Oft
271.29ft
N25'56'24"W
432.48ft
C4
216.71ft
39'00'26'
318.31ft
112.74ft
S82'35'26"E
212.55ft
C5
202.98ft
20'17'5S'
572.96ft
102.57ft
N16'45'50'E
201.92ft
C6
46.52ft
04'39'07'
572.96ft
23.27ft
N08'56'27"E
46.51ft
C7
221.48ft
6626'36"
190.99ft
125.08ft
N21'57'17W
20928ft
C8
121.80ft
12*10'47"
572.96ft
61 13ft
S74'59'05"E
121.57ft
C9
1 108.98ft
1 10'53'54"
1 572.96ft
I 54.66ft
I S57'34'37'E
1108.82ft
POW
NO.
NORIIM4G
EASIIN6
I
I69097 340000
1169724 0900M
I I
171 W2.593729
1168119 639980
12
171842.010642
1169061.229550
20
172273 436038
1168143.962240
21
172177.IW29
1168125035920
22
172150 2925%
1168182 D 12660
23
172014.089713
1168141.950170
24
171992. 195M5
1169177.542120
26
172625.2791"
1165265.593WO
29
172595.240231
1168237.039590
30
172562.991781
1166262 818740
31
172463 546894
1168157 307W
32
172439. 193M
1160187004860
35
172739.742151
1169344 564660
39
172751.253600
116e820.055900
40
172751.2575e0
116T819.657710
42
172628.060775
1168863.101900
43
1725W 905111
1168879 73a90a
M
172585393971
116111093.66MV
47
172474.764597
1169911 3672%
48
1723" 632629
1 ISOM 727-W
52
171880.3ON41
1168771.232340
53
171750.906589
1165764. 227210
57
17164936801119
N68825955480
58
171619 659726
1168874 924M
59
171505 172M
1158012.523390
60
1714764a29M
11611W 9177M
62
1712%.604596
1168751.542030
63
171623.2978W
116OM401790
66
172802 191619
1168258 864860
Legal Description
Chenal Volley 12B
Part of the SW 1/4. SW 1/4, Section 14, port of the SE 1/4, SE 1/4, Section 15
and part of the NW 1/4, Section 23, all in T-2-N, R-14-11'. Pulaski County,
Arkansas, more particularly described as: Beginning at the northeast comer of
Lot 21, Black 20, Chenal Volley, on Addition to the City of Little Rock.
W 1 4 said Ark lying on the rrorih line of the $w 1 4 S Section
Arkansas, said caner Y'n9 / / .
14; thence S7309'3(rW along the northerly line of said Lot 21, Black 70,
114.08 ft. to the northwest comer of said Lot 21; thence S1Y28'28'E along the
westerly fine of Lot 21 and said westerly line extended southerly 180.39 ft. to
a paint on the wouthedy right-of-way line of Aberdeen Drive; thence
northeasterly along said southerly right-of-way line, being the arc of a 213.73
ft. radius curve to the right, having o chord bearing and distance of
N7734'5YE, 14.67 ft. to the northwest comer of Lot 21, Block 22, said Chenal
Valley Addition; thence S09'06'44E a" the west line of said Lot 21, Black
22, 112.03 ft. to the northwest comer of Lot 22, said Block 22; thence
S28'38'IC"W along the westerly line of said Lot 22 and along the westerly lire
of Lot 23, said Black 22, 86.72 ft. thence SI005'3SW and continuing along the
westerly line of said Lot 23 and along the westerly, lines of Lot 24 & 25, said
Black 22, 235.15 It. to the northwest corner of Lot 26, said Block 22; thence
Stl'15'34'W along the westerly line of said Lot 26 and a" the westerly lines
of Lots 27, 28 and 29, said Block 22, 292.49 ft.; thence SOS0646W and
continuing a" westerly line of sad Lot 29 and along the westerly line of Lot
30. said Block 22, 129.63 If.: thence S31'20'OSE and continuing along the
westerly line of said Lot 30 and along the westerly line of Lot 31, said Block
22. 118.89 It.: thence S5642'01E along the Southwesterly line of said Lot 31
and along the Southwesterly line of Lot 31, 96d Block 22, 128.35 N. to the
northwest comer of Lot 5, said Block 22; thence S2658'35W along the Westerly
line of said Lot 5. 1 &0 ft- to the Southwest comer of said Lot 5, said comer
*9 on the northerly right-of-way line of Aberdeen Orive; thence N6758'40" W,
along said nodhedy right-of-woy line, 15.73 ft.; theme S2657'01'W along the
northerly extension of the westerly line of Lot 8. Block 18, said Chenal Valley
Addition, along said westerly line and along the wederfy, line of Tract 'A', said
Block 18. 250.0 ft. to the southwest carter of wail Tract 'A', said corner lying
on the northerly right-of-way line of Chenal Parkway; thence N63'031(fW along
the northerly right-of-way fine of Chenal Parkway, 811.25 ft. thence
N2657'2GE, 201.26 ft.; thence northwest" along to orc of a 597.96 ft.
radius curve to the right having a chard bearing and distance of 1,15603'18"If.
70.41 ft.; thence 1,137"457YE. 189.96 IL; thence N5624.1Yte, 41.79 ft.;
thence N1531'35E. 149.66 It.: thence northwesterly along the arc of 597.96
ft. radius curve to the right, having a chord bearing and distance of
N71'40'57'11f, 60.02 ft.; thence N2713'527E, 50.0 ft.; thence N11*181TE,
220.03 ft.; thence N5043'21'W. 36.47 ft., thence 144641'4SE, 144.99 ft.;
thence northwesterly along ft, orc of a 165.99 R. radius moue to the W.
having a chord tearing and distance of N4712'16•w, 34.05 ft.; thence
NX49'WE %0 ft.; thence N3C50'4YE, 138.25 ft.; thence N5731'04'W,
117.52 ft. to o point on the north line of the SEi/4, SEI/4, Section 1% thence
S8632'5aiE along said north line 13.81 ft. to the Northwest comer of the
SWI/4, SWI/4, said Section 14 and the Southwest come of Lot 10, Maywood Moran;
thence S8626'02'E a$" said north line, 669.32 N. to the pant of beginning,
containing 21.6605 acres more or less.
THIS PP
VICINITY MAP N.T.S.
,o,�(;L`sr�/� •,,�� CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE. OF OWNER
�'` •....... ICJ ��
STA1 I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
All INS � PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
0 5 _ SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REOUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
ArURF' ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
+:�W�
%� OFn `ESTATE IN ACCORDANCE WITH THIS PLAT -
SURVEYING
REQUIREMENTS OF THE LITTLE
WNA '
%�i1T•''�•... 4 ROCK SUBDIVISION RULES AND REGULATIONS
LAND HAVE BEEN COMPLIED WITH.
6- 1 -94
2 f
6-1 -94 DATE OF EXECUTION %/C r qRM T/ m. /NC.
DATE OF EXECUTION J D. WHITE D.R. Cfl PAGE Q33
GISTERED LAND SURVEYOR ADDRESS
NO. 534, ARKANSAS
INSTRUMENT NO
CERTIFICATE OF ENGINEERING ACCURACY
si�It, g,1S CERTIFICATE OF FINAL APPROVAL
Eli �w w ` I. TIMOTHY E. CATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS
LA E S A PURSUANT TO THE LITTLE ROCK SUBDIVISION
PLAN MADE BY ME, AND THAT THE
RULES AND REGULATIONS, AND ALL OF THE
ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN
5033 Q� ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY
HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY
I' O �� EXECUTED UNDER THE AUTHORITY OF SAID
r1++w►%.�N� 6- 1 -94 RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS p
REGISTERED PROFESSIONAL 6 O 94
ENGINEER NO, 5033. ARKANSAS DATE OF EXECUTION LITTLE OCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD 19 IN PLAT BOOK
PAGE
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT Aj_L LOT CORNERS
" 2. ALL EASEMENTS SHOWN -_--_-- ARE TO
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
CHORDS.
5. RADII AT INTERSECTIONS OF STREET
RIGHTS OF WAY ARE 25'
6. B.L. = BUILDING SETBACK LINE.
7. ERROR OF CLOSURE: V /98,240'
8. TRACTS "A" & "B". BLOCK 19
MAY BE USED FOR EASEMENTS FOR DRAINAGE
AND/OR UTILITIES.
9. BEARING INFORMATION BASED ON STATE PLANE.
100 U 200
GRAPHIC SCALE IN FEET
PLAT O F;
LOTS 9-13, BLOCK 18
LOTS 1, 2, 53-64 & TRACTS A & B, BLOCK 19
LOTS 22-33, BLOCK 20
LOTS 6-20, BLOCK 22
LOTS 1 & 17, BLOCK 23
LOTS 1, 13-15, BLOCK 24
CHENAL VALLEY
An Addition to City of
Little Rock, Arkansas
LOCATED IN SECTIONS 14, 15 & 23
T-2-N,R-14-W PULASKI COUNTY, ARKANSAS
To be known as "Aberdeen" Neighborhood
WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201