HomeMy WebLinkAboutS-1197 Map 3Shirley A. Martin &
B. Talley
R2
N
W -4 f', E
S
100 0 100 200
Scale feel
1 "=100'
General Notes
1. 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.
3. Site access proposed as private commercial drive built to standard residential street
standards.
4. This property does not Ile within or adjacent to a flood hazard area as determined by
FIRM community Panel No. 050181 0015 E dated November, 1993.
5. Monuments at principal property comers shall be stenciled brass caps set in concrete
per Pulaski Area Geographical Information System (PAGIS) specifications. All other
property comers shall be '/2" diameter steel pins.
s
LL t
�, ' I1-ra.yrN `I I��-.,.�., ' �"iw�lll�..����{i•a
Aill.
Site
�t�,-li',t., � d
1 aV
NE Comer
Hj SW'/4, SWY4
�w! S22, T-1-N, R-13-W
Vicinity Map
Approx. Scale: 1" = 2000'
X
be
W
eat "Re
s
Twilla Harper
Ex SWa
Jan
Twilla Harper
_
R2
Ease 16.5'
So So STD
STD
SE'G SEY°
SWIG, SW
Section 21
SECTION 22
011,
T-1-N, R-13-W
- T•1-N. R-13-W
lbr
DA.=21.1 AC
- -.
A� Q10 = 52cfs
`iti1
�
D.A. = 10.8 AC
50' Aa;ess &Utility .,s,
D.A. = 2.1 AC 'R•
"'
see
Q10 = 33cfs
Easement
- ssz Q10 = 9cfs
,�
N 88°10'27' W
ry
3
N
g
N
N 89 1027 W 658.48
N 89°10'27' W 658.46'N83
' `1 7" W 618.46'
155' -
�' °
sa' ,s4+ uwxy EJeom.nl za• D
°'
—_.
Sd AaaNe WXtyEeemant 5'°
111
qqx
60 ,� h— _r M1
_.�
— � ---�
c M _ — uLwl4!ciwort._ _ _ _ ... ._ _
13
- -
_ _ — _ ._ _ —
_
— - —
_ _— p' W Escomant_
.pr
1 pTVeM EwemeriT
5a &_IXi BEf BACK
\
/
1
_ _ _ —
— —
�
,#
` --
- --- --
aI, sETeACK L.NE z
[I— --- _ __ ""
`
/
/
10' Water Easement
CK LINE
$
�, BLDG flET6pCX.
2yyyye5'
_
(LOTS 3 $ 4)
LOT 3 \
\�
-
/
- /
___.. _—
LOT 2
w
_ t
5 Rrny
I
—
/
173833.39 SO F r
'�°'' PHASE
I
I
173833.36 SO FT
/.
-
LOT 1
LOT4
-
3.99 ACRES
3.99 ACRES
(LOTS 1 $ 2)
tfi32 SO FT
;4
173883.41 SO FT
�&
see
3.75 .75 ACRES
R
3.99 ACRES
g
3
n
l
�
g
,a
g
as
36' BLDG SETBACK —I
3
°De
S 69°10'27" E 658.89'
S 89'10'27" P ARR ear
...,, .o.
I
_ 1
I
[L
P.E. Minnerlyn
R2
Legal Description
Part of the SW Quarter SW Quarter, Section 22, T-1-N, R-13-W and part of the SE Quarter, BE Quarter,
Section 21, T-1-N, R-13-W, City of Little Rock, Pulaski County, Arkansas, more particularly described as
follows: Comniancinget the NE corner, SW Quarter SW Quarter, Section 22, T-1-N, R-13-W; thence
S 00°50'33' West along the East line of the SW Quarter SW Quarter, Section 22 for a distance of 594.00
feet; 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 89'10'27' W for a distance of
2593.84 feet to a point on the Wast line of the SE Quarter SE Quarter, Section 21, said point also being
594.0' 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 said west line of the BE Quarter SE Quarter,
Section 21, for a distance of 264.00 feet to a point 462.0 feet North of the SW corner of the BE 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 hne of Shackelford Road, thence N 00'50'33' E along
the said West ROW line of Snackelford Road for a distance of 264.00 feet to the Point of Beginning,
c tatning 15 72 acres, more or less.
43 31• 4
So e SO STD
P.E. Minnerlyn
R2
589'10'27'1: e1 t5.46are n
STD
F
� H
L W
Ex ROW 40'
d�
U
in b
N o
W
S
W
clile
Missionary Baptist Church
R2
W
r
h
m
X
S
W
m
80' Existing ROW
40' Exist. Width
HMAC Surface Course
Wtih Paved Shoulder
O
W
CERTIFICATE OF PRELIMINARY
irons SURVEYING ACCURACY '',en ssune4..
CERTIFICATE OF PRELIMINARY /OPSr ` Tv '�� 4• OF Preliminary Plat
PLAT APPROVAL te/ A lI K,1 irSA S CERTIFICATE OF PRELIMINARY r I, William R. Gipson ,hereby certify that this :,,V���
'i` 4, t ENGINEERING ACCURACY plat correctly represents a boundary survey made i R ey n a/ Gladden P I D
1t Rr&ISTCRED k CI
CC
All requirements of the Little Rock Subdivision {' R 8 r E 3 S i 0 K A L or verified by me that all surveying requirements DE $ Iv
q William L. Dean of the State of Arkansas and City of Little Rock1y N0. 102
Rules and Regulations relative to the preparation ENGItiErR 1 L hereby ',V,' Part of the SW 1/4, SW 1/4, Section 22
certi that this tat correctly representsSubdivision Rules and Regulations have been
and submittal of a preliminary plat having been (f, NQ.4418 �`�� p Y L, Township 1 North, Range 13 West
/ P a at made b me, and that engineering complied with and a copy of said boundary has ••••• �k �,tr 44:
fulfilled, approval of this plat is hereby granted, Z (7 QF y 9 9
been duly filed for record in the offices of the
subject to further provisions of said rules and =:CAM L• requirements of the Little Rock Subdivision
1 P vei�� State Surveyor and the Pulaski County Circuit
regulations. This certificate shall expire Rules and Regulations have been complied Part of the SE 1/4, SE 1/4, Section 21
g P with Clerk in Plat Book Page
Owner/Subdivider:
Signed. Township 1 North Range 13 West
Date n - . Name: Terry & Juanita Reyna, Steve & Jackie Gladden p g
Signed, S/z6/q 11f f�_____� P. �-� --r' �iI Address: P.O. Box 45823, L.R. Ark
�`f L (e� tilt �✓r•G� � �y�
Date of Execution Name, Registered / Title Source: Inst. No. 98 027103
Date of Execution Name Source of Water Supply: City of Little Rock
Date of Execution Name, Engineer Registered Professional
9 Source of Wastewater Disposal: Private (Septic Tanks)
L R. Planning CIVIL DESIGN, INC.
No 4418 ,Arkansas Land Surveyor VariancelWaivers: Date: April 10, 1998
Commission No. 1170 Street Improvements/Sidewalks Shackleford Road Checked By: 15104 Cantrell Road
Arkansas Cul-de-sac Length Drawn By. J.Dreher & B. Dean D Inc.
LITTLE ROCK, ARKANSAS 72212
File Name: gladco_plat.dw Qhd)
-z7 �
1