HomeMy WebLinkAboutS-0717-G Map 1r
CURVE DATA -
Toy wxr<n = 2a �-_�
I A; R = 213.52'
W
P MOMilAriff T - 29.42'
CHORD
LL BEARING = N 660 27'39" W
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To confluence w/ South Loop a v3:
I Taylor Loop Creek /
CITY OF LITTLE ROCK 1!
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Vicinity Map
PHASE 3 - LEGAL DESCRIPTION
Part of the SE 1/4, NE 1/4, Section 24, 'T-2-N, fi-14-W, City of Litt
Rock, Pulaski County, Arkansas more particularly described as fc
Beginning at the NW corner, E 1/2, NE 1/4, NE 1/4, Section 24', T
R-14-W; thence S 02007'41" W for a distance of 540.57 feet to a
iron pin, thence N 87037'14" E for a distance of 219.34 feet to a
found iron pin; thence N 18029'43" E for a distance of 81.61 feet 1
found iron pin, thence N 54057'13" E for a distance of 99.70 feet 1
found iron pin; thence N 41 °24'08" W for a distance of 76.21 feet
found iron pin; thence N 22051'10" E for a distance of 115.26 feet
a found iron pin on the south R/W line of Glen Valley Drive and a I
to the left (said curve having a central angle of 15041'18" and a
radius of 213.52 feet); thence along the arc of said curve to a fou
iron pin (said curve having a chord bearing of N 66027'39" W and
length of 58.28 feet); thence N 15°41"41 "E for a distance of 50.00
feet to.a found iron pin on the north R/W line of said Glen Valley
Drive; thence continue N 15041'41" E for a distance of 153.92 fee
a found iron pin; thence S89005'52" E for a distance of 315.00 fee
the Point of Beginning, containing 3.49 acres, more or less.
AND
Part of the E 1/2, NE 1/4, NE 1/4, Section 24, T-2-N, R-14-W, Cit)
Little Rock, Pulaski County, Arkansas, more particularly describes
follows:
Beginning at the SW corner E 1/2, NE 1/4, NE 1/4, Section 24, T-
R-14-W; thence N 011143' 43" E for a distance of 481.20 feet to a
pin set; thence S 75152' 18" E for a distance of 261.44 feet to a s
Iron pin; thence S 59' 22 32"
E for a distance 50.00 feet to a set
iron pin; thence S 010 37' 28" W for a distance of 396.32 feet to a
found 1" pipe; thence S 890 05' 52" W for a distance of 315.00 fe(
to the Point of Beginning, containing 3.06 acres, more or less, Sul
to a 25 foot wide sewer easement as depicted on this plat.
Offsite Drainage
Easement
010 =481de
Dr = 382 AC
W� O
0
CERTIFICATE OF PRELIMINARY PI-elinimaryr Flail
SURVEYING ACCURACY GENERAL NOTES Phase 3
South Loop CERTIFICATE OF PRELIMINARY
Taylor Loop Creek PLAT APPROVAL t. All building lines area a minimum ot25 feet from property tines
Q100 = 4215 cis CERTIFICATE OF PRELIMINARY ng
ENGINEERING ACCURACY
All requirements of the Little Rock Subdivision
Rules and Regulations relative to the preparation 1, William L. Dean hereby
and submittal to a preliminary plat having been certify that this plat correctly represents l"J '
fulfilled, approval of this plat is hereby granted, a plat made by me, and that engineering
subject to further provisions of said rules and requirements of the Little Rock Subdivision
regulations. This certificate shall expire Rules and Regulations have been complied C."
Date with. 41
Signed,
pf b
Signed, fiv y. Za lgg9 1��'--No4.1i8
-- -- -- Date of Execution Name, Registered Z<<1/a,yj L• �d�
Date of Execution Name, Engineer
L R. Planning
No. 4418, Arkansas
Commission
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 on , 19_,in
Plat Book Page
Date of Execution Name
Registered Professional
Land Surveyor
No. 1170
Arkansas
unless otherwise noted
Heatherbrae Subdivision
2.
All easements shown to be used for uolites and/or drainage and
are to betOfeet inwidth unless indicatedotherWse
Part ofthe SE' 1/4, NE 1/4, Section 24
3.
All lots having curved boundary IRleiiare measured using chord
I (l\vnship 2 North. Range 14 West
distances
�'.
4,
Minimum floor elevations denoted for subdivision lots 5-8 of Ph. 4 were
I t t, t 1 ^r 1 f C q
Dart o tl e L: 1 /2, NE ,,� N 1, 1/4, �)ection 2`t
derived from Firm Panel No 050181 002E, dated November 3, 1993.
L1./`
f
()\Y'ntihlp 7 North, Range 14 West
5..
Ground Contours interpolated from gno survey Elevation source,
PAGIS 2090, Elevation 315.08' NG\'D 29.
Drawn By: J. Dreher Approved By: W.L. Dean
Checked By W.L. Dean Revised: August 27, 1998
6.
4' chain link fence to be installed on West o
Pr perty line of subdivision.
Revised: September 11, 1996
Revised : July 29, 1999
7.
Floodplain line is for pre -development conditions as determined
from 1993 FIRM elevations
Owner or Record : Woodhaven Development Company
Tide Source : 93-16016
8.
Open channel ditch Improvements aid stormWater detention facilities
C
CIVIL DESIGN, INC.
will be provided by Heatherbrae Property Owners Municipal
y� I> 104 Cantrell Road
Improvement District No 5 of the City of L tie Rock
c •
11 LLLTLE ROCK. ARKANSAS 72212
S- 7/-7- �-