HomeMy WebLinkAboutS-0867-PPPPPP Map 2CHENAL VALLEY DR.
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THIS PLAT
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CHENAL VALLEY DR.
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DENNY ROAD
PARKWAY
KANIS ROAD
VICINITY MAP
(NTS)
=2
ARKANSAS STATE PLANE COORDINATES
1
N
160943.65
E
1167912.21
N
160930
71
E
1168241.66
3
N
160988.08
E
1168377.43
4
N
160587.61
E
1168782.98
5
N
160530.91
E
1 1689 22.00
6
N
160471.37
E
1168941.36
7
N
160229.48
E
1 168757 .87
8
N
160218.19
E_
1168701.11_
-
9
N
160116.07
E
1168557.78
10
N
159971.86
E
1168192.71
11
N
159969.08
E
1168018.24
12
N
1600.95.78
E
1167358.96
13
N
160254.65
E
116 7233.
31
14
N
160475.17
E
1167126.25
1
N
160541.29
E
1167069.71
16
N
160753.62
E
1166824.91
f17i
N
160986.03
E
1166834.04
100 0 100
Scale 1" = 100 ft
NE CORNER i
SECTION 34 * L
S8744'58"E 1079.00' T-2-N, R-14-W T0529
6 0.� qp n
189.14' d _ _ 206.31' _ I N
,5.y61 9S1g00 344p.55 - - - 336.49' - - _ i I40.69' S8T 9.70' E
1 o, 73.65• 329.70' ao 5
� 15' Esmt. 142.02' _ O ! 9 • /
i b , 7 p� _ 172.09 _ Zt� 55.22_ 83_83' --,�.- �, e
0 o �. 1 b 11g5j25 a ?J3, 9 hS+% 7°. pr. L15' Esmt. r� 9TSfi dl ss. 149.96' - - 5 E56�-
22 b s• -, ww m r,.
7 °
1?5 p83/��6 bN 9BS�• `��o> / /g 1, 95 8 M b "6 ry� o>BLOCK 125 1�h rn� \ �` !o,
`5'O , h •� J 1 25' B.L 9P ° ory 2
BJ y1 V 18.12'25' 9csoo' Q `:� O°, 0. gh `" `1' ri acP 1-� -'• .
211.80' pz6 50.00' 20 b hp �--135.30'- 5.38•-93.67` a o� $ 5 o�
o pa SEZANNE COVE 3
13634 ssaoo'oo•w 18e.38'
d ?p. 13T31'50' 9a rn g6 g6 ,py.
N �2• 'w\ 43.48'-109.19'-14.86' _ \ . %3•
23 19 66 59.51 90 is B.L.- �1s CS ss by y �r ro {w
3d \ 9) JA 9U00' d ^6. w0dP \ $ 00 0� S� o Sa 0 9°Po' 71 }13 a
9SZ7 0 72 i96• B}` `sl •y`o', 102.11'3 hry o n• ry ?� \ \ s0 Jr. ,y6 0 0'to 5 oe; V'
19 0" N 4> S. G ro 's d g`L 6. 13
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96co' stroo• 5g.
tiA9 24 s6 ^` �� g \ b - BLOCK 125
S• / r 95'59'00' O h \ 2 b, / �� 'y2 8•
�OR6' 9a'27'0C O� hpp ��� 06 0\ �\ �0 116.10' 0 94.42' ��4 z I��� ?\�/C
v 73'49'15' 0.$6' 13q, ,%, S> >�,, �/ SS�Y �e1'L "- S a°� `° f0 54
!, / �6 r, \g .p 145 a4' ,ro 135.53' ;ng °,7 13 F9F 'O 'B2. x 1 a1 O a ro. d'
300
SECTION 31, T-2-N, R-14-W
T
SECTION 35, T-2-N, R-14-W
9
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.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
CERTIFICATE OF RECORDING
11
THIS DOCUMENT, NUMBER FILED FOR
s �9ry" R746.20' RECORD 20 IN PLAT BOOK
CDS45'21'38"E PAGE
LC569.96'
55 y 953510'
m
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a / 8738'o� bo co o° rn 40'
31 9 15 N o g.t- } S 90,00' M1 E 2 ,°' 62' 99'12'20' 81'S2'1:
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12 181.42• a� 1 BLOCK 25 g
120.00' 100.
0.
120.00• o
N79'07.15"W 671.35.
CURVE DELTA
CENTERLINE CURVE DATA
RADIUS TANGENT DIRECTION CHORD
C1
13'44'V'
300.00ft
36.15ft
N65'39'12"E
71.79ft
C2
19'42'36"
300.00ft
52.12ft
N62'40'13"E
102.69ft
C3
29'13'23"
300.00ft
78.21ft
N6725'36"E
151.36ft
C4
54'28'29"
200.00ft
102.95ft
N54'48'03"E
183.07ft
C5
51'09'47'
300.00ft
I43.62ft
S64'25'07"E
259.08ft
C6
23'10'06"
300.00ft
61.49ft
S3728'45"E
120.48ft
C7
53'13'33"
200.00ft
100.21ft
S52'30'28"E
179.18ft
C8
32'25'59"
300.00ft
87.25ft
N84'39'45"E
167.56ft
C9
2326'46"
250.00ft
51.88ft
N56'43'23'E
101.59ft
9a 3- 51. L+ 0 8 t° /
I $� 20.69 -111.43'- 9� w 36
r,2�j T?OOy� n
'm 1 sR��
32 ,.5 ?s 131,0
33 0 1'- 35
34 go- 120p0 �g252
7.5• I 00•
120.00•
ea O A 28 S 82Ci
1 r� ,.oy
29.93' S 0,h 174.49' rb$-
I
li S89'05'05'W 10
174.49'
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k0
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9tr00 r�s 39
0
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S78 45 25" W
57.81'
LEGAL DESCRIPTION
PART OF THE NE1/4, SECTION 34, PART OF THE NW1/4, SECTION 35
AND PART
OF THE SWt/4 SW1/4 SECTION 31, ALL IN T-2-N, R-14-W, PULASKI
COUNTY,
ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 34; THENCE
S8T44'58"E ALONG THE NORTH LINE OF SAID NW1/4 SECTION 35, 329.70
FT. TO THE SOUTHEAST CORNER OF THE W1/2 SW1/4, SW1/4 SW1/4,
SECTION
31 T-2-N, R-14-W; THENCE N67'05'29"E, 147.40 FT. TO THE SOUTH
RIGHT-
OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE SOUTHEASTERLY
ALONG SAID SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 746.20
FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
S45'21'38"E, 569.96 FT.; THENCE S6T48'45E AND CONTINUING
ALONG SAID SOUTH RIGHT-OF-WAY LINE, 150.14 FT.; THENCE LEAVING
SAID
SOUTH RIGHT-OF-WAY LINE, SOUTHEASTERLY ALONG THE ARC OF A 37
FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
S15'19'29"E, 58.71 FT.; THENCE S37'11'01"W, 303.62 FT.; THENCE
S78'45'257W, 57.87 FT.; THENCE S54731'40"W, 175.99 FT.; THENCE
S68'26'46"W, 392.52 FT.; THENCE S89'05'05"W, 174.49 FT.; THENCE
N79'07'15"W, 671.35 FT.; THENCE N38'20'27"W, 202.55 FT.; THENCE
N2953'427W, 245.13 FT.; THENCE N40'32'10"W, 87.00 FT.; THENCE
N49'03'48"W, 324.06 FT.; THENCE NO2'15'02"E, 232.58 FT. TO THE
NORTH LINE OF SAID NE1/4, SECTION 34; THENCE S87'44'58"E ALONG
SAID NORTH LINE, 1079.00 FT. TO THE POINT OF BEGINNING, CONTAINING
34.2438 ACRES MORE OR LESS.
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.
DATE OF EXECUTION
DELTIC TIMBER CORPORATION
# 7 CHENAL CLUB BLVD.
LITTLE ROCK, AR
D.R. 621 PAGE 233
INSTRUMENT NO
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 LITTLE ROCK PLANNING
COMMISSION
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. ERROR OF CLOSURE: EXCEEDS 1:50,000
6. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
ARE 25.00 FT., UNLESS NOTED OTHERWISE.
7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE
100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY,
FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR PULASKI COUNTY, ARKANSAS.
8. ALL FRONT BUILDING SET -BACK LINES ARE 25 FT. (25' B.L.), EXCEPT LOTS 10, 11, 12, 4-
48 AND 50, BLOCK 125 HAVE A 15 FT. FRONT BUILDING SET -BACK LINE.
9. THERE IS AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS,
ADJACENT TO THE STREET RIGHT-OF-WAY.
10. TRACTS A, B, C, D AND E MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIE
PEDESTRIAN PATHS, TRAILS AND LANDSCAPING WITH APPROVAL OF DEVELOPER.
REFER T�,O1` BILL OF yR�ASSURANCE FOR RESTRICTIONS ON USE.
Sim-l!� r 1� 0 � 1'Y•1f Z � 1 2�� �C l e 1 1'1l5 �• •• n--L �� 1�
/r�/off PLAT OF
LOTS 1-55, BLOCK 125
TRACTS A. B, C, D & E BLOCK 125
R1\ 1 IN IN I h I' \ 1111110109
1,]VIVI 1.1:1h. 3I'ZI�
To be known as
" SEZANNE COURT"
BEING PART OF SECTIONS 31, 34 AND 35,
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
JUNE, 2006
W!!!l!i FZ-DA l!lC+[lW&` Li1aYv'®LL.Zk 111L'nlY9 WV.."
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
06-454P