HomeMy WebLinkAboutS-0503-Q Map 6/ 31
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1 \a� \ �V 10
1 / I e 29 \\r,
/ S88'22'36"E 212 15' I 23 \ \� 11 O
i m <
10' s
F
_ — — — O
28
O ZS' R.B.' 22 S N6Q �25 60 5� �0\i
z. 075V 3 f
1 25 � ,.� ,��
'o 191
23 112.40' / ' 39 40' s�o ^� `N 27
1 / h� 00
\
L _ b. o 26 o
\
o / h� ° IS'BL. j
� �O�. — -- 25' B.L_ _
co N EASEMENT
14.30' 93.77'
1 SUMME __A
\ \MIN. FL A OMIT OF 000 YEAS
ELEVATION= 90U FLOOD ELEVATION.
(n.\ 348.0 O. \
00\
\\ O
12 9 s
FL cp
\ 347.0
'ATl
o A o
\ \13
WEST LINE OF
FLO D WAY
B.M. NORTH SIDE OF RIM
IN TOP OF MANHOLE
ELEVATION 346.46
M R 3 RIDGE COURT
o O 22 111'24'\ _ `C7 a C2 '� \ \ MIN. FL 9?
z a 3g AA. V. ELEVAE 10
N 16, O, � 346.50
� � i \ 3.67 50. 41 8 ,9
k� s 28 3,45, 68.20' 5.57' 35.51,.
ti
zsI zs 25 B: — 17 s\ \ T 14 DJ �o\gW
21 20 g
co 19 CaI 18
0
D'A
M
137.60' 69.65' 71.65'
21 N88'14'44"W 357.04'
STATE PLAIN COORDINATES
POINT
NO. NORTHING EASTING
4
144484.38
1190094.80
6
144538.46
1190208.15
7
144553.31
1190201.15
8
144601.15
1190301.47
10
144360.65
1190416.01
14
144302.13
1190265.50
16
144249.56
1190155.23
20
144233.24
1190157.26
21
144244.17
1189800.39
22
144501.99
1190056-97
23
144554.94
1190015.74
25
144560.95
1189803.67
LEGEND
rn
I i0 221 .Zy i
_'`-easement
16 01 CD
° 78. 14'
B.L. = FRONT BUILDING SETBACK LINE
R.B L = REAR BCIWING SEBACK LINE
MIN. FL. = MINIMUM FLOOR ELEVATION
B.N. = BENCH MARK
0 = POINT NUMBER FOR STATE PLAN COORDINATE
CURVE
LENGT'-i
DELTA
RADIUS
TANGENT
DiRECTICNI
CHORD
C1
47.18ft
17°55'40"
1 50.79ft
23.79f;
S81'35' 18" E
46.99ft
C2
71 65ft
27° 13'34"
1 1 5078ft
36.51 ft
N75 50'C5" E
70.98ft
E- 2 S
SE CORNER
E 1/2, SW 1/4, SECTION 9
T-1-N, R-13-W�
J1 N88' 14'44=W
� 17.12' ---- - — -
0i1Vwf l+ I pie. e,.,.rnurrlt.y
ItFGISTERFD
9'H4l3h»I0NA1"
Ftif;iNEl'R
w
Legal Description
Part of the E1/2, SW1/4, Section 9, T-1-N, R-13-W, Pulaski County,
Arkansas, more particularly described as: Starting at the
Southeast corner of the E1/2, SW1/4, said Section 9; thence
N88'14'447W along the south line of said E1/2, SW1/4, 917.12 ft.
to the point of beginning; thence N88'14'44"W, and continuing
along said south line, 357.04 ft.; thence NO'35'40"E, 316.80 ft.
to the southwest corner of Lot 32, Sandpiper Creek, an Addition to
the City of Little Rock, Arkansas; thence S8622'36"E along the
south line of said Lot 32 and along the south line of Lot 31, said
Sandpiper Creek, 212.15 ft, to the southeast corner of said Lot 31;
thence along the Southwesterly line of Lots 29 & 28, said Sandpiper
Creek, the following bearings and distances: S37'54'leE, 67.11
ft. and S65'02'30"E, 41.73 ft to the southern most corner of
said Lot 28; thence N64'29'49"E along the southerly line of said
Lot 28 and along said southerly line extended easterly 125.60 ft,
to a point on the easterly right-of-way line of Creekside Drive;
thence N2529'41"W along said easterly right-of-way line 16.42
ft. to the southwest corner of Lot 10, said Sandpiper Creek; thence
N64'30'19"E along the southerly line of said Lot 10, 111.14 ft,
to the Southeast corner of said Lot 10; thence S2527'56"E,
266.39 ft.; thence S64'30'19'* 161.11 ft.; thence N25'29'41"W,
11.91 ft., thence S64'30'51"W, 122.15 ft.; thence S0705'59"E
16.45 ft. to the point of beginning, containing 3,7464 acres more
or less
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VICINITY MAP
SCALE: 1" = 2000'
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 DO HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WIT THIS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS I�If f}� [NjELQP ENr Co.
HAVE BEEN COMPLIED WITH— 1
6-30-94 DATE OF EXECUTION Ron6icl C. tyn p'�.
DATE OF EXECUTION 'OE D. WHITE D.R. l';5'iI_ 11GE p013ox"Koo "+HeF'Ec4E
REGISTERED LAND SURVEYOR ADDRESS
NO. 534, ARKANSAS
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS' A PURSUANT TO THE LITTLE ROCK SUBDIVISION
PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE
ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN
ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY
HAVE BEEN COMPLIED WIT ACCEPTED. THIS CERTIFICATE IS HEREBY
rv�• \ I EXECUTED UNDER THE AUTHORITY OF SAID
6-30-94 RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERgFjCA E OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD' - l 1994 IN PLAT BOOK E
PAGE.- .
�i 50 0 100
GRAPHIC SCALE IN FEET
SCALE. 1" = 50'
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. RADII AT INTERSECTIONS OF STREET
RIGHTS OF WAY ARE 25'
6. ERROR OF CLOSURE: 1 FT / 93,64OFT
7 BEARING DATUM IS STATE PLAIN DATUM. ADJACENT
TO NORTH IS ALSO STATE PLAIN DATUM
PLAT OF LOTS,1 1 —1 4 & 17-27
SANDPIPER
CRETK
An Addition to the City of
Little Rock, Arkansas
30+" JUNE , 1994
FINAL PLAT.
AS Sipad
WHITE-DATERS & ASSOCIATES, INC.
!VIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
140.4h ll