HomeMy WebLinkAboutS-0722-X Map 5.ERTIFICATE 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.
3-5-98
DATE OF EXECUTION WINROCK DEVELOPMENT CO
2_'?2 COTTONDALE LANE
ADDRESS
D.R. PAGE
INSTRUMENT NO. 95-19991
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.
t
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
S87'27'23"E 346.85' 13
_1.23 ---------_- \ -_-5' EASEMENT
1- 00\ `� G4 t�20(%. CJO
-�15' EASEMENT--_ ,"—`
`----------------- CDS49°31'28"E
V \I 1 R 94�0•2� �� LC 109.65'
BLOCK 12
' 387.0 �i/� vj - N 146361.18 E 1'187487.31
\lp\9- �2i N 146258.22 E 1 18741 3.48
2 S• N �1
` ` �' s• \ I4 (PLAT BK. E, PG. 993) RLOCK �j
$ got 5 � (3l N 146488.34 E 1187124.05
Fti 0\� 48�U [, ( 27 I N 146592.92 E 1187169.13
(5) N 146578.72 E 1187232.56
y?\ �. (n , /y \ �j 22 21 20 1 I � N 146575.44 E 118733051
R 0 0 \ g6/ . l
STATE PLANE COORDINATES
NO. NORTHING EASTING
+�. ._ / ..
6T1 \ 1 C3 y/ 1 ,� 18 7 N 146549.51 E 1187354.55
\ \ s, s �Sp, �� l (PLAT BK. E, PG. 993) I G
s• �� / ('SJ N '146531.17 E 1187345.53
= 3R / �. B�\ 00' U25. �' \ / Q+ 24 4 N 146454.79 E 1187409.83
s6J1?
)SO 603„ _ 26 1U N 146572.54 E 1187005.46
/� 4R M 0 \\ / / I 11, N 14672.82 E 1186104,22
�96/25
Q 8a 0 �OII nJ \/ / / 6S. 39 . \ - �- N 147054.30 E 1 186357.52
n titi 00,
6_' N 146983.13 E 118644093
9D° , oo I w of 5R / s. 6 \ '2s s w 1
o r W 382-5 / \ `� ��' R R25.00' _ 1�,�0/'� ISTY C°REF K DRIV1j 15 N 146817.13 E 1186804.06
� I W / /- v 750.00' 1)S61`1�'08"E -��,�,
�� i s / / o vds•o DS,94 3 „--LC3 i (1 Gi N 146807.84 E t lo6yu2u1
o. �'� / -O �O / \�G�� �4,4� E 3 �� I j 7171 N 146791.56 E 11864',1.fi'
3
l�l S �%� 1 -N 146779.52 E 1 186935.70
" `_' Q%3• �S i37.5 Y L n r7 6685.40 E 1187011.61
0 / \r.
�` q° 6 T j.85 O s• TT-
vN 146658.35 E 1187056,81
997R09� / �s•FNF r 13, 4 ,rn� o,
1..0 ,381 0; " m 4 0�: i 5 71 ° s E 1 4 1 6 1 - - - - - - -
/ o. 5�- n S 1 B°4 50' 117
— o - — _)-- 1 2 . 1 '
9D , 8R I
04 a �� \f1 1 8 \ 5 1�C
)' ----�_ 1 7' ,
i , � 6 R
5U a \b . 9R 2s (EASEMENT �CDS38'S3'22"E-
__
,I _ ?I CENTERLINE CURVE DATA
���r II �Iti ��� f---.� CURVE NO--�--DELTA IIRADll15 r ARC TAN CHORD !
- z' �- -- _
�cale = U 1 r q�y j� 8 -
(. J 19.`>)\,. /�. r\ ' F -_ C6 40'25'36" 1 50 00 905.82 49 5 ). 9L 13
9U% `�j� - - 00' '07 57" 17 ° =15' I'19> 57:
(1_ •\ � 1 2 I 0 , K 1 4 _ Ss.22,1 103 64;
`1
C7 28'59.04" I. 150.00' 75 88' 38 77' 75.07"
NqC� �SMFNr `Y� / l-• . 1 1 1 1 0 ! l Q
61%,, e CJ 3) r i
CER IIFICATE OF SURVEYING ACLU : '— " �.�'.i �°.. 59 �j `+j S. v r�• i /,�� I 1NLA,I- F;u r_ Hr� ,JQ Y1
�� �9
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS ��..-0" 2R
PLA ( CORRECTLY REPRESENTS A Lit UNDARY so J 3 ,
SURVEY MADE OR VERIFIED BY ME, ALL _ r7
MONUMENTS REQUIRED ACTUALLY EXIST AND 9° e �O 13 pi--, ---+--- 8`05'10',F CS7.g3•
ARE CORRECTLY SHOWN HEREON AND THAT ALL - ��- \ r4i C` 77'23'00"E -," -- ---------
58
SUBDIVISIONROCKRULES SAND REGULATIONS f� �\ L,65.On' R25.00
SURVEYING OF THE UTTLF
c
/t r �,,.... � PLAT BK. E, L'� "SIT% " I
!''/�{.`.,= p 6500' nTn �25.u1 L1353o'
HAVE BEEN COMPLIED VrfiTH. I 0 1 J ^t --�UTC I L �17 - h �' j� --
0 ,.Sn U O: n° >> B 1I SIN( LWr, bQ G N �I �j
a, F n
�' �. " Q'I CDS26.1 1'57"W
r
1 5R 1 6 L' °Lc2 44'
DATE OF EXECUTION PAUL II _ �I
,71 „
\` `' N\\ 3\ i i T: J� 1� \ 21
RFGISTFRFn I AND SI.IRVFYOR LOT CONFIGURATIONS -iAVE NOT BEEN ALTERED FROM I—'
c� "5' FASEMFNT
NO. 1281, 'RI\ANSA,�_ T)IL ORIGINAL PLAT 1-11ED IN DuC< L, ,61E `9
ONLY FRONT BUILDING SET- 194^K UN HA [ EFN RL''/I'",Fh. � M 51°vim\�\ �'�i�'� y 4'se',,F• w� Q�
�1 Stv v v ` / Og,nF, 2p•a4 1)S40'05'24"F ,>-'
CERTIFICATE OF ENGINEERING A!.I_L!RA! 10q
'1" 1 7R O �P
r
63.Og,56„ v vg� V8�2a ,
z 20
v� 'v sFvv
I, TIMOTHY E DATER-, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A yv-\ ` \
LOTS 1R - 17R LOTS 15R - 19R 18R
�J_ v A V
PLAN MADE ER
ME, AND THAT THE 9g E `I S 4•.
ENGINEERING REOUIREMENTS OF THE I_!TTI_E PART OF THE NE1/4 SE1/4 AND PART OF THE NW1/4 SE1/4, SECTION 8, PART OF THE NE1/4 5E1/4 AND PART OF THE NW1/4 SE1/4, SECTION 8, /fin ` \`\ Q76.0D I SERJICEE ET CEMENT
T-I-N. R--13--W. P'ULASKI C OU NTY,' AP, KANSAS MORE PARTICULARLY T-1-N, R-13-W. PULASKI COUNTY, ARI<.AN=,AS MCAF PARTIrl1LARl'r _,.��,, \ I (TYPI�.AL1 \ ti
ROC:". SUBDIVISION RULES AND REGULA (IQNS DESCRIBED AS: DESCRIBED AS: 76'' gS� \ \ \ ° �''
HAVE BEEN COMPLIED WITH. BEGINNING AT THE SOUTHWEST CORNER OF LOT 13, BLOCK 13, CHERRY BEGINNING AT THE SOUTHERNMOST CORNER OF LOt -0, BLOCK 13, CHERPti
.. CREED PHASE Xii (PLAT BOOK E, PAGE 993); THENCE N59'06'06W, CREEK PHASE XII (PLAT BOOK E. PAGE 993); THENCE S35"38'34'"'✓u Fq', \ S \ I°
I J (] �j
35106 FT., THENCE N6S26'03"W 762.20 FT.: THENCE ALONG THE WEST LINE OF LOTS 25 AND 26 BLOCK 13, CHERRY CREEK Sp\ \ F \ I / 9 104'44'38"
SST: ;'23'E, 346.85 FT. TO A POINT ON THE SOUTH RIGHT-OF-bYAY (PLAT BOOK E, PACE 83} 126 iO FT. TO, THE SOUTHWEST CORNER ,:iP �� ri �'<`,'ti\. ` �"-1�:. ` I w I %" =,^� � I I /
s
-s i u.0
LINE t � w TF MISTY CREEK DRIVE THENCE SOUTHEASTERLY ALONG SAID SOUTH '4 " \ SAID LOT 26: THENCE N51'30 6 W, 369.7b FT.; THENCE
RIGHI-OF-WA•r' LINE, FOLLOWING THE ARC OF A 200..00 FT. RADIUS CURVE N2TI9'10"E, 11388 FT. TO A POINT ON THE SOUTH RIGHT--OF-WAO E, \\ \, wI �A?/
DATI= OF EXECUTION TIMOTHY E. DATERS TO THE LEFT, A CHORD BEARING AND DISTANCE OF S49-31'28"E, LINE OF CHERRY LAUREL DRIVE; THENCE SOUTHEASTERLY ALONG SAID
109,R5 FT,; THENCE `;65'26'03"E AND CONTINUING ALONG SAID RIGHT- SOUTH RIGHT-OF-WAY LINE, IOLLOWIN THE ARC OF A. 175.00 FT RADIUS 7
FEGISTEP17PROFESSIONAL OF -WAY LINE, 399.27 FT.; THENCE SOUTHEASTERLY AND CONTNUING CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S7T23-DO"E
ENGINEER NIT?. 5033, ARKANSAS ALONG SAID RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 150.00 FT. 65.00 FT.; THENCE S88'05'10"F AND CONTINUING ALONG SAID RIGHT-
RADIUS CURVE TO THE LEFT, A. CHORD BEARING AND DISTANCE OF OF -WAY LINE 98.01 FT, THENCE SOl1THEASTERL'Y AND CONTINUING AEONS
S84'34'45"E, 98.39 FT.; THENCE SOUTHEASTERLY AND CONTINUING SAID RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF 25.00 FT. RADIUS
ALONG SAID RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 25.00 FT CURVE TO THE RIGHT, A CHOirD BEARING AND DISTANCE OF
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S42'49'53'E, 35.36 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE
24
P
\Q
22
2J
CERTIFICATE OF RECORIN1.
S61 12 O8 E, 33.79 FF TO A POINT ON THE SOUTH RIGHT-OF-WAY
OF CREEKSTONE COVE; THENCE SOUTHWESTERLY ALONG SAID WEST RIGHT-
9 \
-'aye-
ok'
LINE, OF CHERRY' LAUREL DRIVE; THENCE S18'40'SO"E ALONG SAID
OF -WAY LINE FOLLOWING THE ARC OF A -5.00 FT. RADIUS CUR'JE T-) THE
bv'></
SOUTH RIGHT-OF-WAY LINE, 12.71 FT.; THENCE SOUTHEASTERLY AND
RIGHT, A CHORD BEARING AND DISTANCE OF S26'I 1'57"W, 20.44 FT.;
rL�'
ry
OILS71'".
CONTINUING ALONG SAID RIGHT-OF-WAY LINE FOLLOWING THE ARC OF A
THENCE SOUTHERLY AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE,
Q,
2 6
THIS DOCUMENT, NUMBERSB
FOR
175.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
FOLLOWING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, A
'V
- _ -
RECORD :-9 1 � ?': IN PLAT
,FILED
-'
BOOK__
OF S38'53'22' E, 120.92 FT, THENCE S59'06'06"E AND CONTINUING
FL TO <
CHORD BEARING AND DISTANCE OF S40'05'24"E, 99.84 FT. TO THE
0
ALONG SAID RIGHT-OF-WAY LINE, �268 THE NORTHWEST CORNER
WE5TERNMOST CORNER OF SAID LOl 20, BLOCK 13, CHERRY CREEK;
\
PAGE
OF SAID LOT 13, BLOCK 13 CHERRY CREEK; THENCE S3953'54"W ALONG
THENCE S3936'48'E ALONG THE SOUTH LINE OF SAID LOT 20,
- .. -
THE WEST LINE OF SAID LOT 13, 100,00 FT, TO THE POINT OF
1C1.51 �. TO THE FOINT OF BEGR:NIN CONTA!N`ff'C 7 �27 ACRES I"1t'RE
-
BEGINNING, CONTAINING 2.46 ACRES MORE OR LESS.
OR LESS.
-
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y gO �3/Y17 �/J
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B— O K a3
GENERAL NOTES:
1, LOT CONFIGURATIONS HAVE NOT BEEN ALTERED FROM
THE ORIGINAL PLAT FILED IN BOOK L. PAGE 993.
ONLY FRONT BUILDING SET -BACK LINES HAVE BEEN REVISED.
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. , 76.0 DENOTES FINISHED FLOOR ELEVATION
REQUIRED TO BE ABOVE 100 YEAR
FLOOD ELEVATION.
THIS PLA
W
VICINITY MAP
J -1) �11 A E _zV_
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
BEING A REPLAY' OF LOTS 1 — 1,2
AND 15-10, BLOCK 13
CHERRY CREEK PHASE XII
® Wltl�l'1l�'1�=1�A1 TZ.Ho & A,sj((17cs1 Tl.&; H` a
0 CIFAL. ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
.Ilb Nn. 96-0114