HomeMy WebLinkAboutS-0503-S Map 5N88 14'44'W 593.16' _ Northeast Corner,
i - NE 1/4, NW 1/4,
—" —' of Section 16,
41 \ �N T-1-N, R-13-W
42 \ s.
-----43 -- Sao
44 �\
— - \
89, S
50 II 51 Poe
1 1 52 // '13" 13+ 20
I
CURVE LENGTH DELTA RADIUS TANGENT
ICI
C4 33. 19f{ 45 4�34 150.78ft 6290ft
6S S6
u
I ro' CA 99- 7 76,
27
689. rr
/ rn �56� Pq q `T CERTIFICATE OF RECORDING
01
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53 2°� w4�8S ER eRq RTHIS ECOR DOCUMENT Mh�BER9v tr M PLAT HOgKLED R
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54 2� `� IQ�84 5�139Q3„
N26'30'22"E 50.03' 3�SO ^ / 9 E 24561'
�s+ �, s' 1 4
55 00 w GENERAL NOTES:
I M+
O tih 6S �'�P 00 o s` s• i 1. IRON PINS WERE SET AT ALL
dl °° 56 ON / / a LOT CORNERS (1/2' Steel Rod).
57 N J/ / 0 2. ALL EASEMENTS SHOWN- — -
Y� // �� Se j 90 0'0"\ 58 / �8) AND/OR ARE TO BUTILITIES FOR DRAINAGE
59 3. DISTANCES SHOWN ALONG CURVES ARE
n
CHORDS DISTANCES.
WA. 06 / q 6' 4. ERROR OF CLOSURE: 1:1,590,018
0 �° �) 16� / //��10' ESLPT ��� MIN. BOOR EIFV. Sg 5. RADII AT INTERSECTION OF STREET
72 �s. °o- �� AS / 2 339.0 0) 9- RIGHTS OF WAY ARE 25'
/ \ / 6. LOTS WITH ROUNDED CORNERS ARE
4i7� 26• m 15' Building Line to y / / S
/ p• 09 i) 9a co / a 8 R�, ^0 MEASURED TO A POINT OF INTERSECTION
(51 OF LOT LINES AND NOT TO POINTS ON A
_ '1ti rn ,,- so+ CURVE.
----- ____ _ I // o rlo- 1 ed1� 78.00, °o. 3.40 U / / 60 n
_ _ _ ¶jj��R7 S3.26' 1� MIN. HOOK ELLV. �0',
S88' 1 iE 9" E 222.46' J O S° 71 I N " >v]IJG 90 \ ?2 3M.0 a F 3 7. BEARING DATUM iS STATE PLANE DATUM.
�PAGIS MARKER NO. 2055-0091 4F'N 2n' \ o�SI C2 S6�'1 Iq CO 981 Limit of 100 Yecr
N %+
Flood Elevation 8. 100 YEAR FLOOD ELEVATION: i.e. 333
°� 6 N87 08'06"W g1,40 MIN. —FLOOR E Ev. 9. MINIMUM FLOOR ELEVATION: i.e. 335.0
Oq 364' �' a �94 \ n°' 61 r-� 337.0 MIN. FLOOR ELN.
PAGIS MARKER N0. 2055-0092 b�' N 10. FLOODPLAIN INFORMATION TAKEN FROM
�° to 70 ati6 �32.63'-27.10 r OI1�6
R o ov oQ 54,30' 29, Z 2 S
N n 00, �97+ I S PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM.
__ CJ �,F�- MIN, FLOOR ELEV.
ESMT ^ `S8)\ 90'00' .A ^ / r7
41
iQ
y-\ 2� / /.
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND ➢O HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT,
ROCK SUBDIVISION RULES AND REGULATIONS +
Legal Description HAVE BEEN COMPLIED WITH. O �rGS
DATE OF EXECUTION �^'�-�
Part of the NE1/4, NW1/4 and the NW1/4, NE1/4, Section 16, T-1-N, -LG-��
R--13-W, Pulaski County, Arkansas, more particularly described as: DATE OF EXEC N JOE D WHITE DR. PAGE
Starting at the Northeast corner of the NE1/4, NW1/4, said Section - RED LAND SURVEYOR. WINROCK DEVELOPMENT CO.
16; thence N88'14'447W, 593.16 ft. to a point on the East line of NO, REGISTERED
ARKANSAS 2222 COTTEVELO LANE 300
Lot 41, Sandpiper Creek, an Addition to the City of Little Rock,
Arkansas; thence S25'06'35E along the East line of said Lot 41 LITTLE ROCK, ARKANSAS 72202
and Lots 42-44, said Sandpiper Creek, 294.07 ft. to the INSTRUMENT NO, —
Northernmost corner of Lot 50, said Sandpiper Creek Addition;
thence S70'51'18"E along said Lot 50 and Lots 51 and 52, said CERTIFICATE OF ENGINEERING ACCURACY
Sandpiper Creek Addition, 276.89 ft. to the Northeast corner of CERTIFICATE OF FINAL APPROVAL
said Lot 52 and the point of beginning; thence S70'49'27"E, 78.13 -
ft.; thence S61'16'35'E, 210.89 ft.; thence S71'39'03"E, 245.61 I, TIMOTHY E. DATERS, HEREBY CERTIFY
ft.; thence S48'50'2o"E, 398.17 ft. to a point on the West right- THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION
of -way line of Interstate Route No. 430; thence S323'21"W, along PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE
said West right-of-way line, 323.02 ft.; thence N85'19'07"W, ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN
301.94 ft.; thence N66'38'27"W, 221.55 ft.; thence N51'43'24"W, ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY
553.36 ft. to the Southeast corner of Lot 73, said Sandpiper Creek HAVE BEEN COMPLIE ITti. ACCEPTED, THIS CERTIFICATE IS HEREBY
Addition; thence N26'13'29"E along the East line of said Lot 73, EXECUTED UNDER THE AUTHORITY OF SAID
136.28 ft. to the Northeast corner thereof; thence N26'30'22"E, 7� RULES AND REGULATIONS,
50.03 ft. to the Southeast corner of Lot 52, said Sandpiper Creek -
Addition; thence N2 Northeast
along the East line of said Lot 52, DATE OF EXECUTION TIMOTHY E. ➢ATERS � 5r
186.39 g, to the Northeast corner thereof and the point of - REGISTERED PROFESSIONAL /o2- QY N'
beginning, containing 429,723 sq. ft. or 9.8851 acres more or less. ENGINEER NO. 5033, ARKANSAS
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
9 6 9 / o
MOR IN, FLOW ELEV. / / F0
O�9s °°- p /P 336.0 oO
62B
6 8
67 ,(b
a
ti r 9 SSF \ •L) �� 6 2 C 1, / / MIN. FLOOR ELEV.
q 335.0
s,Q3 010o N o 66 <'P \ \ �9 20 /
\901001� cy ti� cos
�L \
T36 Z �6ry� S6° ti� 6S°o o / //
62D,
2 65 , \ 6gi �SS!• O ��a // //� 10' ESMT
LOT LINE rlos 10�y° R 6 38;3 6��-�42 (D / /
s TYP ESMT 12014'
STATE PLANE COORDINATES
CN
PT. # NORTH EAST 83 n ��P'Ig. ✓_ A o °e
1 143866.2856 1190867.6333 rj 64 o g�'42 ��ry 165.35' N
2 143840.6223 1190941.4283 RIGHT OF WAY oo+ 50'R o
3 143739.2718 1191126.3679 F qb o ~ �i o
4 143661.9520 1191359.4900 TYPICAL AP&L EASEMENT A� -N 63 � so 0°
5 143399.8850 1191659.2570 :.
6 143077,4300 1191640.1608 �� 138*37' Cl) N
7 143102.0727 1191339.2281 u8 q� 4 1 11.55' "0
8 143189.9159 1191135.8369 cry, y > BM o
9 143532.6990 1190701.4300 62H u\ 39 e6 62E
10 143654.9514 1190761.6512 I, 1 o� ; ��
11 143699.7226 1190783.9792 17 h1 / ® SOgl, o �o 6 I 1 00.
10
THIS PROJECT 66 0 I 100
�� 5` � �I 9
N663e21 ° MN. 62G of 1 62P
6 x I 227 ss 66,0 � 373.0 I I MIN. 37FLOOR ELEV.
10' ESMT
�m '49 rn
91,30'
177.83, '000
N85-19'07"W 301.94' 32.81,
07
___ —_
!� 36th STREET
I
18 16
VICINITY MAP
SCALE: 1 = 2000'
BEND -(MARK:
CHISLED SQUARE IN TOP
OF INLET AT FRONT OF
LOTS 62F & 626
ELEV, 376,60'
50 0 50 150
Scale 1" = SO f t
DATE:9_2.12-95
RNA!, PLAT
As
DATE: r z _
PLAT OF ]LOTS 53-61, 62A-62H9 63-72
Sandpiper Creek
ILlr= ROCK, ARKANSAS
Part of NEIl/4, NW1/4 and the NYI/4,
N E&/4 Section 16, T-Mmy- R-13-W
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201