HomeMy WebLinkAboutS-0503-Q Map 1I
33
31 OQ�.o�' �q
/ 32 I �'
10
/ Z
/ S8822'36"E 212 15' 23 / i i \4c pp
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- - -6j! \� O \ ELLEVATION= gp. \ LIMIT OF 100 YEAR
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28 \ FLOOD ELEVATION.
�\ 348.0 \
25' R.B.
<F N6A�2� 6� 000`t .0 \ 1� o�
22 , ELLEVATION=
v 24 O \ 1.) 0" 4O 347.50
�. wT3�' 3 F \ 9p \ \
o�, , , � � w \ s
25' 25 12
LA
w\ ,
06'7J, m\ Op\ 1\1 \\ rd
23 11740' 39.40' SID \N\ \00 ,ry�o LIDN \ \\ ELEVATON= 6+ � MIN. FL
CIO26 27
�� \ 347.0 O�
1-01'47- - / _0� 15,BL. - 25' S.L.
14.30' F1sEMENT
93.77' S9.21 �3�
Q,�B.M.
\_ SUMMER RIDGE F` 14 ,
`° COURT �
22 C?-
C2 �' A MIN. FL go-
�g N4'L ELEVATION=
ti346.50
3 2S� _ 3.67 50.2g' 4� BID' ^ a� , 1�
N� B< 3.45' 68.20' 5,57' 35.51'�
LP
21 . �Q r.s' I Zs, 25' B.L 17 �\ gp 14
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N 20 C6 19 I 18 N
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137.60' --69.65' - - - - 71.65' d� a$ement 16
a 78.14' v C)
N8614'44"W 357.04' _f N88'14'44"W
P.O.B. 20 917. i 2'
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
1190411301
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
r'I IRVF I FNrTH F)FI TA
LEGEND
B.L. = FRONT BUILDING SETBACK LINE
R.B L. = REAR BUILDING SETBACK LINE
MIN. FL. = MINIMUM FLOOR ELEVATION
B.N. = BENCH MARK-
2+. = POINT NUMBER FOR STATE PLAIN COORDINATE
RADIUS TANGENT DIRECTION CHORD
C1
47.18ft
17*55'40"
150.79ft
23.79ft
S81'35'18"E
46.99ft
C2
71 .65ft
27' 13'34"
150.78ft
36.51 ft
N75'50'05" E
70.98ft
E- 8 S
WEST UNE OF
FLOOD WAY
B.M. NORTH SIDE OF RIM
IN TOP OF MANHOLE
ELEVATION 346.46
Ee
SE CORNER
E 1/2, SW 1/4, SECTION 9
T-1-14, - R-13-W1
N
silk I E 0 j
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REGISTERED
• � s
4'Rt1EEtiS11Fl:tL
Eii,INEEN
-
Nc 5033 <q- 01+
Legal Description
Part of the E1/2, SW1/4, Section 9, T-1-N, R-13-W, Pulaski County,
Arkonsas, more particularly described as: Starting at the
Southeast corner of the E1/2, SW1/4, said Section 9; thence
N8914'44"W along the south line of said E1/2, SW1/4, 917.12 ft.
to the point of beginning; thence N88714'44"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 S8922'36"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. S37'54'14"E, 67.11
ft. and S6502'30"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 2115 and along said southerly line extended easterly 125.60 ft.
to a point on the easterly right-of-way line of Creekside Drive;
thence N25'29'41"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 S2527'5C E,
266.39 ft.; thence S64'30'19"W, 161.11 ft.; thence N25'29'41"W,
11.91 ft.: thence S64730'51"W, 122.15 ft., thence S07'05'59"E,
16.45 ft. to the point of beginning, containing 3.7464 acres more
or less.
5 44
819
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VICINITY MAP
SCALE: 1" = 2000'
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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 WI GEVELDP ENT" CD.
HAVE BEEN COMPLIED WIT/, /J94
6-30-94 C D.R. DATE OF EXECUgqT..pQ 6oxfyoeo
ION Kttlal8 C.ti1f5 �•
L 1" l4 iF4
DATE OF EXECUTION OE D. WHITE
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 WITI-L ACCEPTED. THIS CERTIFICATE IS HEREBY
G 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
CER,A F CAE OF RECORDING
..�H4IA4
THIS DOCUMENT, NUMBER FILED FOR
RECORD 7- l 199t4 IN PLAT BOOK
PAGE �r2
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 POUNDED 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
L-AT OF LOTS,1 1 -1 4 & 17-27
SANDPIPLR
CREEK
An Addition to the City of �
Little Rock, Arkansas FINAL. PLA
30t' JUNE, 1994 As Sig" d
0 WHITE -DA TER S & ASSOCIATES, -INC.
F3 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
Il�i'?�htlf�b 1
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