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GRAPHIC SCALE 1'=80'
MEN
11010 MEN 1 0 80 160
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
1"l61l'I II\111191FINk
!�) I-
"CHANTERELLE BEND"
BLOCK 33, LOTS limmom559
TRACTS 33ammomA.,B,C,D
WOODLANDS EDGE
III' ( I 1 WIN 11 I I I 1110 1 le I T (U ( I0 .
LEGAL e Lands lying in the Southeast Quarter of the Southeast Quarter of Section 7 and within the Northeast
Quarter of the Northeast Quarter of Section 1% Township i North. Range 13 west, City of Little Rock.
Pulaski County, Arkansas swxre particularly described an follows:
_Beginning eta 1 i/Z inch pinched pipe at the Southwest Corner of the said Southeast Quarter of She_.
Southeast Quarter of Section 7 North 69 degrees 56 minutes 00 sscands East 835.78 feet: thence South
16 degrees 41 minutes 69 seconds East 249.68 fast; thence South 15 depress 12 minutes 22 seconds
East 120.39 feet to a point on the proposed Nest Right -of -May of Preserve Pass; thence along a curve to
the left 245.79 feet having a radius of 130.00 feet and a chord bearing and distance of South 16 degrees
13 minutes 08 seconds Nest 210.78 feet; thence South 37 degrees 56 minutes 40 seconds East 45.34
feet: thence along a curve to the right 14.99 feet having s radius of 80.00 feet and a chord bearing and
distance of South 32 degrees 34 minutes 33 seconds East 14.97 feet; thence along a curve to the right
58.56 feet having a radius of 40.00 feet and a chord beaming and distance of South 14 degrees 43
minutes 47 seconds Nest 53.47 feet: thence along curve to the left 165.41 feet having a radius of 80.00
feet and a chard bearing and distance of South 02 degrees 33 minutes 58 seconds East 137.48 feet;
thence leaving said proposed Nest Right -of -May South 04 degrees 39 minutes 14 seconds Nest 173.59
feet: thence South 32 degrees 28 minutes 33 seconds Nest 254.10 feet; thence South 09 degrees 57
minutes 26 seconds East 55.l8 feet: thence South 72 degrees 48 minutes 38 seconds East 96.12 feet to a
point on the proposed Meet Right-ofiey of Preserve Pass; theme along a curve to the left 36.81 feet
having a radius of 520.00 feet and a chord bowing and distance of South 19 degrees 13 minutes 03
seconds Nast 35.81 feet; thence Smith 17 degrees 11 minutes 22 seconds Nest 259.35 fast: thence
leaving said proposed Nest Right -of -Way North 72 degrees 46 minutes 38 seconds Most 160.37 feet;
thence South 25 degrees 54 minutes 07 seconds heat 170.89 feet to a point an the South Line of the
said Northeast Quarter of the Northeast Quarter of Section 18 thence along said South Line North 85
degrees 06 minutes 51 seconds Nest W9.21 feet to a i inch pipe at the Southwest Corner of the mid
Northeast Quarter of the Northeast Quarter: thence leaving said South Line along the Nest Line of the
said Northeast Quarter of the Northeast Quarter of Section 18 North 01 degrees 31 minutes 12 seconds
East 1323.04 feet to the point of beginning containing 27.64 acres more or less.
CMVE DATA
TAG
A
IR
L
T
D 1 C
CI
A 73.14'46
R-100.00
A-127.
T74.33'
953'09'50' Lc-319,31
C2
A 17.04.30
R-200.00
A- 9.60'
T30.02'
NW-14.09' LC-59.38-
C3
65.14'58'
R-100.00
A-113.08
T64.01'
S57.40'37'M LC-107.83
C4
45.48'36'
R-350.00
A-279.64'
T147.88'
NO2'06'50'E LC-272.44
C5
A 2249'32
R-150.00
Az;66.76'
T30.26'
'20'43-M-69,36'
C6
A 61 W-42
0-150.00
MB82.
T8B.94'
N28'52'48' LC-154.28
C7
00
R-450.00
A-101.9n
T51.20'
80*10,09,ElL.c-101.T3
GENERAL NOTES:
1. ALL LOTS SHALL. HAVE A 10.0' DRAINAGE 6 UTILITY EASEMENT ALONG THE FRONT.
2. ALL LOTS SHALL HAVE A 20' FRONT. 15' REAR 6 A 5.0' SIDE 91M INS
SETBACK UNLESS NOTED OT1EiWHISE.
3. ALL LOTS ARE INTENDED TO HE SOLD AS SINGLE FAMILY HOUSING.
4. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
5. WASTEWATER DISPOSAL WILL BE BY THE LITTLE ROX WASTEWATER UTILITY.
6. OPEN SPACE TRACTS MILL BE DEDICATED AND MAINTAINED BY THE PROPERTY OWNER'S
ASSOCIATION.
7. ALL WORK DM PUBLIC RIGHT OF MAYS TO USE LITTLE ROCK PUBLIC MM
SPECIFICATIONS AND DETAILS.
S. NO FENCE OR OTHER OBSTRUCTION MAY HE PLACED IN THE DRAINAGE EASEMENTS.
9.T}EHE WILL GE A 15 FT EASEMENT AROUND ALL SEVER I NOT IN THE RILIC R 0 M
AND A 10 FT EASEMENT AROUND ALL DRAIISE IMPROVEMENTS NOT IN THE RELIC A 0
10.MAINTEANCE OF THE ognimON STORAGE PIPES AND ALL PRIVATE DRAINAGE
DPRDYEEIRS IS THE RESPOISIBUITY GE THE DEVELOPER AND/OR THE LOCAL PROPERTY
ONES ASSOCIATION.
i1.THE ROAD IMPROVEMENTS WITHD4 MM 33 (CHANTERLE 6E0 6 PRICKLY FEAR COVE
ARE TO GE WITHIN A 40' ACCESS, DRAINAGE 6 UTILITY EASEMENT. THUS BOCK WILL BE SATED
THE ROADS AND DRAINAGE IMPROVEMENTS WILL BE PRIVATELY OWNED AND MAINTAINED BY
BY THE PROPERTY OWNERS ASSDCIATION.
LEGMD
CENTERLINE ROAD FOUND SURVEY MONUMENT
RIGHT OF MAY - - - SET SURVEY MONUMENT
LOT LINES �� •
FIBER OBTIC LINE T O
EASEMENT
GAS SIGN Q
C AI► LI1K1 FENCE -X X-
FDEA OPTIC SIGN (D
ELECT. o
ELECT. POWER POLE
SEWER LDE 5
WATER LINE W CONCRETE PAVING
SAS LINE
CURB 6 GUTTER
IS" RCP
ROM - RIGHTS -MAY
TRAFFIICPO E yam POD - POINT OF �INi DS
SIGNALSSW SANITARY
FIRE HYDRANT • RCP - REINFORCED OMMTE PIPE
WATER METER O FES - RAM ED SECTION
WATER VALVE N
LIGHT POLE I
SSH OO
)1;U� �
,A'I
1�vel3�pa-
OPEN SPACE
QS TRACT 33 A
3.27 ACRES
N89'05'35'E
64.78' 58.15'
p2.
1:
S89'41'54'E = 4
N1�•g1.1�• 84.53' 60.00' 60.00' w Na� � h ��•n
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W W W
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8.3
0 Lljjj 2 v 57.91' 60.00_ 60.00_ 70.00' 0_42_ o
A- _.
l� 45.55' W W - W W A-62.83'
4
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42 N ROGXET PROPERTIES LW
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c 19 r :I 40 0 27A4ACM
m 7963785P ^ m I 7475.0W 0
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p m I S87-48'47'E
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M135 00' •E IS87'55 56'E i 'ip�g1 ; F'
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21 I m I m 1 W� `I9 V_* o o yi •9 .� 99
7lU--4S + 4 N 7H68A3� to pb �O 3N�v
so P �. �° 1 S87.55'57'E S87'S5'57'E r�° �d. -Z Q' - h
115.00' pp "7
401 A'5c�t& DRAINAGE ,tu INS �Z 32
& UTILITY EMINENT $S)
A-44.91'
36 !o S10.31'
r
_ _ _ ��(�a�ioa t p2, I o 9 A 4 3. 47 4
7ETENTION
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P'APAA 0S
1----___ sas'2'OIX 1329.
Ae7pp-00�•E �
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911A52�P � g.�
A-26.82'
N89*17'35'E M
ii9.62' > 1
A-26.82' m
110
to L5
\ 116 g1• Or 6P
3
o \,A13•ye'
Sib 91' n� siv�r.E
8�iN5
40' ACCESS, DRAINAGE E
6 UTILITY EASEMENT R
S89046'13'E
129.47'
APRONCOMCFEM
OPEN SPACE
TRACT 33 8
5.77 ACRES
losses
'17goo
S9��pp RT•�� � g ;4 \�Op,
q'9',9g, 2"Y •.�� S�gB' s \ sag
^� •s�`v~SV�j
OPEN SPACE
Him = 407.99'
. INV. IN 400.79'
- TtatIo -_
�__ 398:9�
-
--
\
- - -
SSMH
RIM = 402.00,
SSMH
RIM
S
INV. IN =
INV. OUT
395.10'
= 39500'
.
\
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=
INV.
INV.
IN99.84'
OUT
S
=392.37
392.07'
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FOUND 1 17
1" PIPE
A=245.19'
515013UBOW
Lr-=2I0.18'
R=130t1LT 1
7il��i�
837°S6'40'B �/Nst AT 10 •
6 45.3C AR
A=14.99' I D
SM034� itOF%5540NAL
R=801O' ENGINEER
A=5855'
514e43'4TW
LC=53.41'
R=413M
A=1E5.41'
502935WE
- LG=E31A8'
R-MBO'
9 \\\\\\\'
56
.. No. 17170
"f GOLDEAS r��
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SS
OF„AUHolloway
Ax
Engineerl ng, '•• y
8 Surveying G
v Civil Design, PLLC:
I No. 1979
9 I • .........gR
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