HomeMy WebLinkAboutS-1313-KK Map 3a
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BENCHMARKS
BM # 1- top
of
rim
of
San.
sewer manhole
between Lots
18
and
19,
Elev.
530.32
BM If 2- top
of
rim
of
son.
sewer manhole
between Lots
22
and
23,
Elev.
500.70
BM # 3- top
of
rim
of
son.
sewer manhole
between Lots
31
and
32,
Elev.
492.68
BM # 4- top
of
rim
of
son.
sewer manhole
in front of Lot 25,
Elev.
484.62
ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
N
146354.71
E
1182277.36
N
145856.33
E
1181696.94
- - -
N
----
145873.94
E
----
1181326 42
N
145991 35
E
1181301 61 1.
N
146036 38
E
1181241.42
N
146027.81 _
E
1181131.76
N
146097.05___
E
118111895
146182.58
E118102.429,
__N
N_
146260.10
E
1180953.51
N
146332.38
E1180889.57
N
146412 40
E
1 I M23M -
N
14649506
E
1180760 42
N
146580 23
E
1180700 93
N
146700 03
E
1180626 99
N
146950.60
E
111180635.08-
-- ---
-------
N_747069.77
--- ----
E
1180726.95______
_
N
147142.54
E
1180827.62 -
N
14_7178.23
E
1180864.49
N
_
147252.84
-E-1181006.05
N
147130._89
E
1181102.21 _ _ -
N
147097.06
E
1181072.52
N
147051.87
E1181133.17
N
146949.41
E
1181078 53
N_146858.69
E
1181249_08 _
N
14680083
_
E
1181326.54
N
_
146738 06
E
1181402.09
N
146880 82
E
1181483.10
- . - -
---
N
146634 62
1181556.5_6
N
146468.61
—
_E
E
1181804.27 --
----
N
146445.07
E
1181846 55
N
146424 31
E
1181898 77 _
N
146399 98
E
1181967 16
N
146381.07
E
1182105.60
N
146367.35
E
1182203.44
15' SAN. SEWER ESMT.
sw20'47'E
S88'29'44°E
99.34'
S' / N4653'36"E
203,08'
N32'17'4TE / N85516'31'E
77 48' F
103.53'
I�,II
N06'21'41•w tit
244,87•t SAN. SEWER ESIO.
N2525'12"W
95.72' /
NM1CORNER --- - \ t9 -- -- -- -- --- ----.
SECTION 7
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12
CDOIRUNE CURVE DATA
CURVE
LENGTH
DELTA
TANGENT
RADIUS
Cl
164.39'
- 2r/55'53'
83.12'
4%00'
I C2
45.71.
11'36'23
22 93'
225.00'
C3
71.27'
20'25'OT
36.02
200.00'
C4 i
216.24'
70'47'51T'
124 36'
175.00 - -,
C5 -
406.88'
OT42'4T
20393'
2400.00
130.79'
DT56'2,C
69 57'
800.00
C7
116,29'
3T18'57'
59.84'
200.00'
C8 ;
187.9T
8750138"
114.70'
----130.00' -
J 11
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SSA•
4
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LEGAL DESCRIPTION
0 100
Scale 1" - 100 ft
300
PART OF THE E1/2 OF SECTION 7, T-1-N, R-13-W, UTTLE ROCK, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 17, WOODLANDS EDGE, AN
ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S49'20'56"W ALONG THE
NORTHWESTERLY UNE OF TRACT A-30, BLOCK 30, SAID WOODLANDS EDGE, 765.03 FT -
THENCE N87*16'40"W, 370.94 FT; THENCE N11'56'01 NORTHWESTERLY W, 120.00 FT.; THENCE
ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE
OF N53'11'58"W, 75.17 FT.; THENCE S85'32'05"W, 110.00 FT.; THENCE Nl(T28'41"W, 70.41 FT.;
THENCE N4754'07"W, 127.58 FT; THENCE N4723'41"W, 104.97 FT.; THENCE N41'30'08"W,
96.50 FT.; THENCE N3936'54"W, 103.88 FT.; THENCE N37'16'267W, 103.88 FT.; THENCE
N3455'58"W, 103.88 FT.; THENCE N31'41'01"W, 140.78 FT. TO A POINT ON WEST
LINE OF THE NWt/4 SE1/4, SAID SECTION 7; THENCE N01'50'57'E ALONG SAID WEST LINE,
250.71 FT.; THENCE N3T37'46"E, 150.47 FT.; THENCE N54'01'35"E, 124.39 FT.; THENCE
N4610'27"E, 51.12 FT.; THENCE N6712'33"E, 160.00 FT.; THENCE SOUTHEASTERLY ALONG THE ARC
OF A 427.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S3915'23E,
155.31 FT. TO THE SOUTHWEST CORNER OF LOT 32, BLOCK 18, SAID WOODLANDS EDGE; THENCE
S41'16'37"W, 45.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF OVERCREEK PASS;
THENCE SOUTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE BEING THE ARC OF A 472.50 FT, RADIUS
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S53'18'4TE, 75.63 FT. TO THE
NORTHWEST CORNER OF LOT 14, SAID BLOCK 17, WOODLANDS EDGE; THENCE S28704'11"W ALONG
THE WEST LINE OF SAID LOT 14, 116.11 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE
SOUTHEASTERLY ALONG THE REAR LOT LINES OF LOT 14 THROUGH LOT 1, BLOCK 17, WOODLANDS
EDGE THE FOLLOWING: (1) S61'59'2,CE, 193.18 FT.; (2) S53.14'1YE, 96.68 FT.; (3)
S50`16'56'E, E
98.22 FT.; (4) S54'45'17'E, 99.19 FT.; (5) S5750'09'E, 86.79 FT.; (6)
S56'10'16"E, 298.19 FT.; (7) S6Or53'000, 48.39 FT.; (8) S68'19'15"E, 56.20 FT.; (9)
S70'25'01" E, 72.58 FT.; (10) S82' 13' 1 TE, 139.73 FT.; (11) S82T00'5e E, 98.79 FT.
AND (12) S80'18'01"E, 75.00 FT TO THE POINT OF BEGINNING, CONTAINING 23.6288 ACRES
MORE OR LESS.
7
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1 f019'9O'• MIN. FLOOR`
\ O
/ ELEV. 471.0
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BM/3 120.p0• cb
b
�7 .'Z�iTRACT D-17
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h
N87 16'40" W
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370.94'
n
SbN1l4 SET,'
4
ECTION -17
T 1--N, R-13--W
N
98.79' -
S80' 18'01 E
75.00, E
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
r STEp •`' I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
.......... . PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
,1 f1�, 01• SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
n' . ^'AS i MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
'• t )AS L
i ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
p� tit SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH IS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS
%rr........ ;rn+t• 5��� HAVE BEEN COMPLIED WITH.
r• L
•"^•... ,,,,,,,,.m•• / _, DATE'OF EXECUTION Rocket rop roes, LLC
by Ron Tyne, member
DATE OF EXECUTION ' AUL M. WHITE 1701 Centerview Dr., Suite 115
REGISTERED LAND SURVEYOR Little Rock, AR 72211
NO. 1281, ARKANSAS
1 • � � " � : �I.1Q7N1�
7A,iSS IL TI f!
'4 tS�A3 I, TIMOTHY E. DATERS, HEREBY CERTIFY
;41 " THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT TH
ENGINEERING REQUIREMENTS OF E LI E
3
ENGINEER ROCK SUBDIVISION RULES A
HAVE BEEN COMPLIED WIT .
r � z
E,f Nr.oPp
DAT OF EXECUTION TIMOTHY E- DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
,.. 1/4 SE' i A
TRACT A- 17
2001056467 & 2003033275
INSTRUMENT NO. 2003119044 & 2004027367
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMP THIS DOCUMENT IS HEREBY
COMPLETED, E
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
— Zo14 &("'�'j
DATE OF EXECUTION LITTLE R CK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
t
bn -,
" { '~ •x j'
2014042852 Received: 7/25/2014 1:43:19 PM
Recorded: 07/2512014 01:49:04 PM Filed &
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $15.00
, ,,.
B A -S }::t 20 l t-1 o N 2-g S l
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2 FOR DRA NAGESAND/OR UTILITIES. ARE TO BE USED
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 LOTS HAVE A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE
STREET RIGHT-OF-WAY.
6. ALL LOTS ADJACENT TO PROTECTED GREENBELTS SHALL HAVE A 15 FT.
REAR BUILIDING LINE.
7. ERROR OF CLOSURE: EXCEEDS 1:20,000
8. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS
ARE 25.0', UNLESS NOTED OTHERWISE.
9. TRACTS D-17, E-17, F-17 AND 0-17 ARE PROTECTED GREENBELT AREAS. THEY MAY BE
USED FOR DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS.
NO PORTION OF ANY LOT IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
PLAT OF
LOTS 15-437 BLOCK 17
TRACT D-17, E-177 F-17 & C-17
i t 19 I pq I.(I)( I\. \IA1
PART OF THE E 1 /2 OF SECTION 7,
T-1—N, R-13—W,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
PLAT
A i red
JULY, 2014 BY:
DATE: °7t
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223
Job # 14-262P
M