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N 148559.78 `
E 1182007.33 e
NW CORNER 90.03'
SEt/4 NE1/4
SECTION 7
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY `�a 5� p~T E 0 J
THAT THIS PLAT CORRECTL+ REPRESENTS A �!
PLAN MADE BY ME, AND THAT THE +
ENGINEERING REQUIREMENTS OF THE LITTLE 9 `
ROCK SUBDIVISION RULES AND REGUL 0 S $ R F. G PI `T >< R L N
HAVE BEEN COMPLIED WITH. PROFESSIONAL
e % ENGINEER
+
2i No.5033
DATE OF EXECUTION TIMOTHY E. DATERS ��T
REGISTERED PROFESSIONAL ; yy E • '
ENGINEER NO. 5033, ARKANSAS
CERTIFICATE OF SURVEYING ACCI ACY
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESEN"S A BOUNDARY
SURVEY MADE OR VERIFIED 3Y ME, ALL
MONUMENTS REQUIRED ACTLALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS 0- THE UTTLE
ROCK SUBDIVISION RULES AND R CATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION PAIL M. WHITE
REGSTERED LAND SURVEYOR
NC 1281. ARKANSAS
80.81'
NS7' 444.80'
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35
INSTR. 2010069020
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e4U 95N75.5j 4rW
~ / 23 100•00,
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GENERAL NOTES: 24 I
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. BUILDING SET -BACK LINES: FRONT- 20.0 FT.
REAR- 15.0 FT.
SIDEYARD- 5.0 FT.
6. ERROR OF CLOSURE: EXCEEDS 1:20,000
7. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
ARE 25.0', UNLESS NOTED OTHERWISE.
8. TRACTS A-19, B-19 AND C-19 ARE PROTECTED GREENBELT AREAS.
CRTIFICATE OF RECORDING
LEGAL DESCRIPTION
S8707'05"E 271.52'
TOO 67'
21 BLOCK 15
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 MIMIS PLAT.
/2- WAX -
DATE OF EXECUTION Rocket Proporties, LLC
by Ron TyWe, member
2024 Arkansas Valley Dr.
Little Rock, AR 72212
D.R. PAGE
2001056467 & 2003033275
INSTRUMENT NO.
CERTIFICATE OF FINAL APPROVAL
z�GZSTFR7.�'''•ti.
c?F PURSUANT TO THE LITTLE ROCK SUBDIVISION
RK NSAS RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
. COMPLETED, THIS DOCUMENT IS HEREBY
Q cnetrx ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
:�J�f''? 11., :•' �• RULES AND REGULATIONS.
•'� ��'AL LAB,.• I
DATE OF EXECUTION UTTLE ROCK PLANNING
COMMISSION
TRACT A-19
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2012081508 Received: 1211212012 9+2d 8 N I
Recorded, 12 1212012 09:27:48 AM f i1 Crane,
Recorded iP Official Records �f Larry TY GLERK
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PULASKI COUNTY CIRCUITICOUNI R90.00' 4A
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BLOCK 15 N7r43'
31
ARKANSAS STATE PLANE COORDINATES '32g 23 b72.03.,0 «
PART OF THE E1/2 OF SECTION 7 AND PART OF THE W1/2 OF SECTION 8, T-1-N, R-13-W, NORTH ZONE
LITTLE ROCK, PULASKI COUNTY, ARKANSAS, INCLUDING PART OF TRACTS 14 AND 15, ASBURY ACRES - 32 1'3Q26, 5 W 22 TRACT A-19
SUBDIVISION, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
O N 148546 13 E 1182278 51 w
COMMENCING AT THE NORTHWEST CORNER OF THE SEI/4 NEi/4, SAID SECTION 7; THENCE 2 N 14849360 - E 118332199 ¢ 33 46 .
S8707'05"E ALONG THE NORTH UNE OF SAID SE1/4 NEI/4, 271.52 IT. TO A POINT ON - - -- 72 ,
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD THE NORTH LINE OF LOT 22, BLOCK 15, WOODLANDS EDGE, AN ADDITION TO THE CITY OF 3 N tas1o6o4 E 1t8334642 INSTR. # 2010069020 042°
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD LITTLE ROCK, ARKANSAS AND THE POINT OF BEGINNING; THENCE S8707'05E CONTINUING 4 N 1a69673o E t18357053 7/9�3 If,
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. ALONG THE NORTH UNE OF SAID SE1/4 NE1/4, 1044.80 FT. TO THE NORTHEAST CORNER 4A N 148909.17 E 118366568
THEREOF, BEING ALSO THE SOUTHWEST CORNER OF SAID TRACT 15, ASBURY ACRES SUBDIVISION; 46 N ta889778 E 11836897- �S
THENCE NO717'03"E ALONG THE WEST LINE OF THE NW1/4 NW1/4 OF SECTION 8 AND THE WEST 34 21 J•
LINE OF SAID TRACTS 15 AND 14, 612.93 FT.; THENCE S5914'20 E, 263.58 FT. TO A POINT ON 5 N 148773 03 E 1183769.19 00, R297.50'
THE WEST RIGHT-OF-WAY UNE OF WOODLANDS TRAIL; THENCE SOUTHERLY ALONG SAID WEST -- i 0j 03' CDSO4'22'57'E
6 N t48590.32 E 1183833.51
RIGHT-OF-WAY UNE THE FOLLOWING, (1) SOUTHERLY ALONG THE ARC OF A 90.00 FT. RADIUS � '?S• � LC315.22'
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S5934'46"E, 111.51 FT.; (2) 7 N 148437.76 E 1183850.35
SOUTHERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING a u 11.21r3o5 E 1183823.12
AND DISTANCE OF S64'40'ITE, 26.63 FT.; (3) S3729'12"E, 147.89 FT.; (4) SOUTHERLY ALONG g N tass7 E 718372042 p O�
LOTS 9 TLIR 0 UGH 32 THE ARC OF A 427.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF -- G b
S19'23'347E, 193.70 FT.; (5) S06'17'57"E, 153.48 FT.; (6) SOUTHERLY ALONG THE ARC OF 10 u 147782.37 E 1183744.51 35
A 252.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S1939'16'W, 1i N ta77.8.35 E 118378430 99
147.26 FT.; (7) S27'36'28"W, 221,61 FT.; (8) SOUTHERLY ALONG THE ARC OF A 297.50 FT. 12 N 14 7701 15 E 118378590 -
TRACTS A-19, B-19, C-19, D-19 & E-19 RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SO4'22'57"E, 315.22 FT.; t3 N 147671 00 E 118377527 CENTERLINE CURVE DATA 4-
(9) S3522'22'E, 67.10 FT.; (10) SOUTHERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE _ _ _
C� TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S03'21'36"E, 27.24 FT.; (11) SOUTHERLY 14 N 14765002 E 1183751.67 9 j7
BLOCK c/ CURVE LENGTH DELTA TANGENT RADIUS O O
ALONG THE ARC OF A 90.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE 15 V ta768925 E t-----_5 S3
OF S19'25'22'W, 31.97 FT. AND (12) SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS - - - --- -- - - - -
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S4921'42"W, 31.58 FT. TO A is a t4770560 E 11836t7t4 Cl it7.to' 1633852 28536' 4100
POINT ON THE NORTH RIGHT-OF-WAY LINE OF WINTHROP POINT; THENCE WESTERLY ALONG SAID 17 1 14770905 E 1115361308 1 36 18 O
_ �, C2 58.20' 74'5774 292T 22300 10
NORTH RIGHT-OF-WAY UNE BEING THE ARC OF A 167.50 FT. RADIUS CURVE TO THE RIGHT, A 18 N 14779010 E 118367984 gg,72• 752455 579s' 7500 �p S
CON11NUNGG ALONCHORD BEARING G SAID NORTH RIGHTD DISTANCE OF -OF-WAY LINE, 25.38 FT.; THENCE NORTHWESTERLY 19 1 14785991 - E 118362218 C C4 151.33' 794915 90.39' 11000 ��O 0��• �`��
e E,. j 1 ; 1DHzA1j1D2 ]TE-141D C � CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 477-50 FT. RADIUS 0 N 147903.96 E 1183586 43 - - - - --- - - -- --- - ---
F i I, fd �' CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N4734'41"W, 5.32 FT. TO THE 21 1 147942.51 E 1183538 83 - _ �` _ 128.90, _ tet 1 t t'- - sa:62' - - 725.00' R�L �p� O.0
" a N� €9 ! SOUTHEAST CORNER OF LOT 36, SAID BLOCK 15, WOODLANDS EDGE; THENCE N3T28'3CrE -- - - C6 68.5o asar58 3a.a7 250.00' F
AN LkDIDM®N 70 (r. � 01F ALONG THE EAST LINE OF SAID LOT 36, 105.00 FT. TO THE NORTHEAST CORNER THEREOF; 22 1 14799992 E 118343376 ---- --- - _. r R477.50' 11
�I Yi2Ci THENCE NORTHWESTERLY ALONG THE NORTH LINE OF SAID BLOCK 15, WOODLANDS EDGE, C7 tat is 312a o9 123 s9' 440 00
23 N 14804006 - E 118330984 _-- .1 _ -_ --- 9' _ ? CDN49'34'41"W
By-*E
Y: L�` ]F, ]R� SAS THE FOLLOWING: (1) N39'33'OTW, 90.55 FT.; (2) N3T03'50"W, 56.73 FT.; (3) N51'00'03"W, 4 N 14804994 E 118327808 � �� LC5.32' .. R25.00'
61.25 FT.; 4 N61'20'42"W, 119.73 FT.; 5 N7703'05"W, 130.26 FT.; 6) N7243'2O"W, - 121183047.06 - t7 ? A9• R167.50' CDSOS21'36"E
( 5 N 148121 82 E S '
DATE: I�tf II' 33.26 FT.; 7 N7743'05 W, 241.95 FT.; 8 N7T57'57"W, 48.63 FT.; (9) N7T20'OO"W, - - - 16 S� S3. CDN71'11'Ol"W 12 LC27.24
90.50 FT.; 10) N66'50'OSW, 48.35 FT.; 11) N3655'557W, 158.31 FT.; (12) N4957'41"W, 6 N 148131.96 E 118299950 15 S!� LC121.61'
110.68 FL; 13 N65-25'50"W, 62.54 FT.; 14 N70r42'48"W, 102.86 FT.; (15) N7557'46"W, 7 1 14814871 E 118291056
PART OF THE E1/2 OF SECTION 7 AND W1/2 OF SECTION 8, 100.00 FT.; (16) N75'33'OTW, 90.95 FT.; 87) N3412.40"W, 44.22 FT. AND (18) N51'37'36"W, 8 1 148167.73 E 118286611 - 13 R90.00'
T-1 -N, R-13-W, 57.50 FT. TO THE POINT OF BEGINNING, CONTAINING 17.3608 ACRES MORE OR LESS. - - - CDS19'25'22"W
9 11 148294 27 E 1182770 98 LC31.97'
- // 1 148366 94 E 1182687 50
l �'C LITTLE ROCK, PULASKI COUNTY, ARKANSAS -- 263 -- 1a
31 1 148392.94 E 1182630.63
-. ..- --- - - - '
DECEMBER 2012 32 N 148426.92 E 1182533.54 CDS48*
1 33 1 148451.17 E 1182436.53 �- CDS48'21'42"W
34 1 148473.66 E 1182348.46
®ff DATM , & �.�� N40 35 N 148510 44 E 1182323.59
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEVNG
24 RAHUNG CRCLE LITTLE ROCK, ARKANSAS 72223
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8 SD OS^
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4835' N79'20'00"W
90.50' N7T57'S7"I,y
48. B3,
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R252.50'
CDS1939' 16"W
LC147.26'
Job # 12-409P