HomeMy WebLinkAboutS-1197 Map 1100 0 100 200
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Shirley A. Martin & /
B. Talley 3: �\
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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
at,
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 comers shall be Ys" diameter steel pins.
Twilla Harper
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SEX SE'%
Section 21
T-1-N, R-13-W
D.A. = 21.1 AC
Q10 = 52ris
W D.A. = 10.6 AC
010 = 33cfs
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Legal Description
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Approx. Scale: 1" = 2000'
NE Comer
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S22, T-1-N, R-13-W
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SECTION 22
T-1-N, R-13-W
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N 89 1027 W 658,46'
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S 89"10'27" E 668,46'
Part of the SW QuarterSW Quarter, Section 22, T-1-14, R-13-W and part of the SE Quarter, SE Quarter,
Section 21, T-1-N, R-13W, 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 Eest line of the SW Quarter SW Quarter, Section 22 for a distance of 594,00
feel; thence North 89'10'27" W for a distance of 40o' to the point of Intersection with the West ROW fine
of Shackelford Road and the Point of Beginnng; thence continue N 89"10'27" W for a distance of
2593.84 feet to a point on the West Tina of the SE Quarter SE Quarter, Section 21, said point also being
594.0' South of Ste NW comer of the SF 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 SE Quarter SE Quarter,
Section 21, for a distance of 264.DO 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 Road; thence N 00'50'33" E along
Me said West ROW lips of Shackelford Road for a distance of 264.00 feet to the Point of Beginning,
costa -ping 15 72 acres, more or leas.
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RFc.IsTERED
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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,
S/Zb/9 � (V - I —�
Date of Execution Name, Registered
Engineer
No 4418 , Arkansas
S 89'10'27" E
" "14•
SO STD
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
B
I
P.E. Minnedyn
R2
Owner/Subdivider:
Name: Terry & Juanita Reyna, Steve & Jackie Gladden
Address: P.O. Box 45823, L.R. Ark
Title Source. Inst. No. 98 027103
Source of Water Supply: City of Little Rock
Source of Wastewater Disposal: Private (Septic Tanks)
Variance/Waivers:
Street Improvements/Sidewalks Shacldeford Road
Cul-de-sac Length
S
W
t
Missionary Baptist Church
R2
See
STD
0
M
N rn
- - 80' Existing ROW
40' Exist, Width
HMAC Surface Course
4 Wtih Paved Shoulder
O
K
,.•••���F�L�s••. Preliminary Plat
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CIVIL Reyna/ Gladden PID
DESIGN, If1L1 <
No,,o2 Part of the SW 1/4, SW 1/4, Section 22
••y'•• �+it�R".40 Township 1 North, Range 13 West
Part of the SE 1/4, SE 1/4, Section 21
Township 1 North, Range 13 West
Date: April 10, 1998
Checked By:
Drawn By:J.Dreher & B. Dean
File Name, giadco_plat.dw Qhd)