HomeMy WebLinkAboutS-1197 Map 2�r
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General Notes
W1. All radii are 25' unless otherwise noted.
\ 2. Contour interval = 2' . Ground elevations obtained by site survey of March 4, 1998,
using GPS methods. Elevation refrence datum is NGVD-29.
S 3. Site access proposed as private commercial drive built to standard residential street
standards. 3
4. This property does not lie within or adjacent to a flood hazard area as determined by
FIRM community Panel No. 050181 0015 E
0 principal ipa property P
November, 1993.
scale feet 5 per PulaskiArea nGeog Geographical Information System (PAGS) specifications. All
a j 100 0 100 20
1 "=100' property comers shall be %" diameter steel pins.
Iu,
II
SO SO STD
SE'/. SE'%
Section 21
T-1-N, RA3-W
DA.=21.1 AC
010 = 52cfs !!! _
3ez � D.A. =106 AC
010 - 33cfs
36-0
m
/ EO' BL00 SETBACK
/// LOT4
173863.41 SID FT
R 3.W ACRES
k
S
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision
Rules and Regulations relative to the preparation
and submittal of a preliminary plat having been
fulfilled, approval of this plat is hereby granted,
subject to further provisions of said rules and
regulations. This certificate shall expire
Date
Signed,
Date of Execution Name,
L.R. Planning
Commission
0
Legal Description
Site
A
50' Access & Utility 3u
Easement
0
fI M.lrb'R�'1:M�/A4'
i�
N
1 I
NE Comer
SW'/4, SW'/4
S22, T-1-N, R-13-W
Vicinity Map
Approx. Scale: 1" = 2000'
,*on i
g
STD
SW/.. SW`/. m
SECTION 22 q� I W
-T 1-N, R-13-W
�„y I
DA.=2.1 AC `e
VJV.1V
N 89°70'27" W 658.46'_
WAq +UStlty Esssroent 24'0 °
-
-__—
II----_ fiETOAeK LINE 362
-- —- �
/ 10' Water Easement - -
SETBACK LINE
(LOTS 3 $ 4)
/ LOT 2
LOT 3
173833,36 SO FT X'i
/
173833.39 SO FT 30'' PH
M
3.99 ACRES '�---
/ 3.99 ACRES
I
p�
8
0
S 89'10`27" E 658.46'_ S 89*10'27' E 858 46'
SO STD
SO
v S
Part of the SW Quarter SW Owner, Section 22, T-1-N, R-13-W and part of the SE Owner, SE Quarter,
Section 21, T-1-N, R-13-W, City of Little Rock, Pulaski County, Arkansas, more particularly described as
follows. Commenting at the NE corner, SW Quarter SW Quarter, Section 22, T-1-N, R-13-W; thence
S 00°50133' West along the Fast line of the SW Quarter SW Quarter, Section 22 for a distance of 594.00
III thence North 89°10'27' W for a distance of 40.0'to the point of Intersection with the West ROW line
of Shackelford Road and the Point of Beginning; thence continue N 89*101 W for a distance of
2593.84 feet to a point on the West line of the SE Quarter SE Quarter, Section 21, said punt also being
594JU South of the NW comer of the SE Quarter SE Quarter of Section 21, T-1-N, R-13-W, Pulaski
County, Arkansas, thence South 00"53'34" W along the saki West line of the SE Quarter SE Quarter,
Section 21, for a distance of 264.00 feet to a point 462 0 feet North of the SW comer of the SE Quarter
SE Quarter of Section 21, T-1-N, R-13-W, Pulaski County, Arkansas, thence S 89°10'27" E for a distance
of 2594.07 feet to a point on the West ROW line of Shackelford Read; thence N 00*501 E along
the sail West ROW 'ine of Shackelford Road for a distance of 284.00 feet to the Point of Beginning,
containing 15 72 scree, more or lane.
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, William L. Dean , hereby
certify that this plat correctly represents
a plat made by me, and that engineering
requirements of the Little Rock Subdivision
Rules and Regulations have been complied
with.
Signed,
sItlga- - - � 4�-,-,t-
Date of Execution Name, Registered
Engineer
No. 4418 , Arkansas
REGISTERED
PROFESSIONAL
AM L
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, William R. Gipson , hereby certify that this
plat correctly represents a boundary survey made
or verified by me that all surveying requirements
of the State of Arkansas and City cf Little Rock
Subdivision Rules and Regulations have been
complied with and a copy of said boundary has
been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit
Clerk in Plat Book Page
S%risiss"to 1,1,1 "e
Date of Execution Name
Registered Professional
Land Surveyor
No, 1170
Arkansas
GITEI
i•'r. e" STATEOF?��
ty
pf ARKANSAS
Ao i 1170 _
O s O
.-'IL LA1W ...s
W
i
apt
N89'10'2T W -,t' 618.46'
50' Aoclo A Ualty Ererrwrl'i. '1"O
— — — _110.L9k.7 Giii-�S W
501 SETBACK
tE 1
'`aa LOT 1 I t
'_OTS 1 8 2 163,272s2 So FT w
;,e 375ACRE8 ��
3�e 35'BlDO9ETRADK -
f
I w
S 89'10'27"E 618.4 srs <
-,--- ass _ I
OSTD
i to
M.
S
S
80' Existing ROW
40' Exist. Width
HMAC Surface Course
Ct 3 Wtih Paved Shoulder
O
X
.Preliminary Plat
Reyna/ Gladden PID
Part of the SW 1/4, SW 1/4, Section 22
Township 1 North, Range 13 West
8t
Part of the SE 1/4, SE 1/4, Section 21
Township 1 North, Range 13 West
OWNER OF RECORD: Terry Reyna, Juanita Rayne Steve Gladden, Jackie Gladden
TITLE SOURCE. Insl. No. 98 027103
Date: April 10, 1998
Checked By:
Drawn By: J.Dreher & B. Dean
File Name: gladco_flat.dw Qhd)