HomeMy WebLinkAboutS-1197 Map 4Shirley A. Martin &
B. Talley
R2
100 0 100 200
scale feet
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 lie 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 corners shall be 1/2" diameter steel pins.
368
aeo
SE'h SE'/,
Section 21
T-1-N, R-13-W
D.A. = 21.1 AC
R Q10 = 52ds
asz
155'
60.
i sc e�oc seraac,
/ LOT4
173863.41 SQ FT
R 3.99 ACRES
_ 0%
S 89*10'21" E
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
Date of Execution
Signed,
Name,
L.R. Planning
Commission
'I'£
Legal Description
NE Comer
SW'/4, SWY4
S22, T-1-N, R-13-W
Vicinity Map
Approx. Scale: 1" = 2000'
0
W
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- Ex ROW 40'
Twilla Harper
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Twilla Harper
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R2
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Ease 16.5'
g
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SECTION 22
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W
T-1-N,_R-13-W
3
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D.A._= 10.6 AC
50' Access & Utility ass
- -
D.A. = 2.1 AC °ee
91£
o
o10 = 33cfs
0
Easement
3sa
Q10= 9cfs
W
N 89*1027" W
658.46`
658.46' -
- - - - -- - - _ -
-
09e
N 89°10'27" W
N °10'27" W
618.46'
50'Acess+Utility Easement
24" C
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50' Access & utility EesemeMfEazemfln_
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Mlss�onary Baptist Church
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10' Water Easement
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50 BLD'a SE -BACK
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R2
(LOTS 3 & 4)
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1738330.36 SO FT
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3.99 ACRES
3.99 ACRES
(LOTS_1 $t.2)-
'� LOT ,163,272.62 SO F
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S 89°101 858.46' -
S 89°40'27". E -----
- -- 658.48'
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P.E. Minnerlyn
R2
P.E. Minnerlyn
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--- 80' Existing ROW
Part of the SW Quarter SW Ouarter, Section 22, T-1-N, R-13-W and part of the SE Quarter, SE Quarter,
Section 21, T-1-N, R-13-W, City of Little Rock, Pulaski County, Arkansas, more particularly described as
follows: Commencing at the NE comer, 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" 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 West 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°5334' W along the said West line of the SE Quarter SE Quarter,
Section 21, for a distance of 261.00 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 lime of Shackelford Road; therxe N 00°50'33" E along
Me said West ROW line of Shackelford Road for a distance of 264.00 feet to the Point of Beginning,
containing 15.72 acres, more or less.
I:y 1Z'B;'v5dU3/AL
E;1t;I1"IEI
,. No.
cC�
�! IANI L. C?'3
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
William L. Dean
I, ,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,
Date Date of Execution Name, Registered
Engineer
No. 4418 , Arkansas
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 of 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
Date of Execution Name
Registered Professional
Land Surveyor
No. 1170
Arkansas
R2
40' Exist. Width
HMAC Surface Course
cr Wtih Paved Shoulder
O
••,�•esassx-- •°���}i Preliminary Plat
CIVI` Reyna/ Gladden PI®
t c�
I IGP!, '
No.102 ;
Part of the SW 1/47 SW 1/4, Section 22
Township 1 North, Range 13 West
+seesa-�"
Owner/Subdivider. Part of the SE 1/4, SE 1/47 Section 21
Name: Terry & Juanita Reyna, Steve & Jackie Gladden Township 1 North, Range 13 West
Address: P.O. Box 45823, L.R. Ark
Title Source: Inst. No. 98 027103 09 Source of Water Supply: City of Little Rock Sam
Source of Wastewater Disposal: Private (Septic Tanks)
Variance/Waivers: Date: April 10, 1995 CIVIL DESIGN, INC.
- Street improvements/Sidewalks Shackleford Road Checked By: r\ Inc.
^ " 15104 Cantrell Road
- Cul-de-sac Length Drawn By: J.Drehor & B. Dean V v LITTLE ROCK, ARKANSAS 72212
File Name: gladco_plat.dw (jhd)
LITTLE ROCK PLANNING <0 't o 4yy -h curdy fi uL�s_
Comm
BY:
DATE: