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4eeded S88°59'28"E 160 4-rj
S 89001'09" F. 16,0.61` (M) J ( \ 1/2"
_ _ __ _
07
S' Rebar
Chain Link Fence- - - 1767 - L - - - \
' Buildhig Setback - - ' \I7-
�' 109
-Lot 7
Sq. Ft�8'f70
WIN Typical Street Cross Section RfW
-- 10 51t,,-, 24.00 10.50
2.0 3" not tiax Asphalt
Min. Grade U.SU%
i ,% �\ \� - -.:.fir _� ��-�--[S-7`�-�-.r :t--L7--•- \r \'
N.T.S.
- - �_ - Buildmp Setback / •// \
109.7r ti� 15' Buildi set ask
/ Pl
i i Sr$uitdin�SetTiac �` - is � - - I I °p S TLI
/ / / Ov / I '� .i'�AiailutEc &.Utilit�nr�ut. 1 i3 0
I�wu / ' +:gs�9� I \ 45.00 \ .5 S - -- - -- - - - -
op ��Z ot 6 / / // I o *-Tow off
rn � ' S i' t. 5486 %/ / I o k-.-Anchor�011ar M I rn
71
IV / � � / / � % / � - - Wood Area � � N � A B lop /06 (Deeded 181.9jb�
/•' / tgl 1� � - - h11in 1 S 89° 6p '12" E 182.08' 08 3/411
_ >�pk k 1cs1.. --_ '1' ( 3 I
-I-._ O
_.._. m_ - 'r Rebar
Exi f ri hallow�rainag walo -
; Pinch � � .�'
J - _ Tpp Pipe \ - w 5 Buildipg Sethlick
IU9.72 / - I , }_ - 102 8, I \ e e
/- - er'aar- - n I \
'4A' wr i, -][ 7 - - - �. - - - � 1 _ _ _ -. -_.. Q '�.' L,,� Lot 8 � \ ° `t n e Q f�\ ° 4 5 \
IP 0 � o Asphalt Drivdwity e
Sq... it. 8888 k d °\d2095 \ I \ 1 \
/ 1 e \
'� \ L -�
Lot 5
/ - Sq. Ft 5486
Curb inlet j
.�I a 10U I v \ I Rlm Elev-1 8.�
I/ !M[ Y _ I c>a \ \ �,F1 oat= 107� 6 1 L
a ^ � � - M I ^ \ \ \ I Fir�Hydrant (T )
I \ x..-_�x -x-North Tang rn ^ t" \
I 1-1---L------------ b --v
I I- - - -� - - L ' LP - -moo\ Fence -Ek \4 \ \
Elov-119.17
� l � II NSA N
5,00 - 9
I
1Q'o
v CCi
I II'I / - - - - - - - - - - - - I ❑ _ � � � \ ,� � - - - -B- -'-`r 5' Building S�back�-`'-`-._\ \ I -?-\ . \ � I Poi\sng Area
DriveyI \ 107
B-onnie Brae Road
N
Curb Inlct
Rim Elcv=108.29
Throat= 107.30
Lot 4 i_ y C718 ' - - \- _ \ \ \ Sq. Ft t10764\ e._ 9 5.°� 138\6`0
\ /
�II� / Sq. Ft 5480, - I Iv5'1 uildingSctba�k v 16 V v ,obi8.50--
CFaI / eA, A4 LL OT
-B-ildgtb-ack - - - - edcr s Ilep
\ p1a2.3yICR M�`
- 38.20
109.72 s Meter
4
x \
� Dc
611Valve45U0 5 8ytlaiaF\ \ths1pk �=L \ \ I x 1\ d
04
\ \ \ I 1 I\ \
80.71 ' \ \ . \ 80.68 4
on i / o Lot 3\ 5 Building Setbnel� 5 Bnildin Setback P I I a
il. ' `1 Seq. Ft. 5486 / a I " a I \ \ -f \ - \ g \ I Access1 \ li n Ele 119
Drive
_�I- 1-N - 1 \ �C'i
uildin el ack--/�=_�I ��' 94
5'B_ IN I\\\ \\-\i \
II 109.72 }°. o I % \ �• \ Ian \Ix \ \ $ No
--`--------I Q` I� °"\\ Lotly\ \ Lot1 I� \TLP o ag
--�-----�- --I- _ he I� \\Sq.Ft.6571 \\ \\ Sq.Ft.6595 \�� �. P \� h!°'1
Sq. 5486
15' Building\Setback \ \
5' uildiB Setback '' ..-- ( I I \ � \ \ I � \ \
B- - - - - - - I s - -yam - - - - \ - - - - \ � - - - - 12uin gg & Utility Easem�llt - \
l \ 76,01 79 7\ 5 ~J
110.07 / v
---7------- -M 5
h /� J\\ �� °' ,--------- Oak Glen Larie(45'RgVb'�g-\\
a Lott r 91 -� -_[_--�--
/ Sq. Ft. 6627
45 \ \ Proposed 6" 1. Pipe \ \ \
L- - - - - - - - - - - - - �°jr`` '`-I-�� Welw NeleT w°In Wolff wsa r wow W-n°N, M°ler MQler •1N
1 10'/Bullding Setback
A Tract Ft �121 i� �- S' Drains c & Utilit Easoltaent \
- 159.55 Storm iyater UelenIiat Area -� g - _ _ _A - - - - y
--1.55-75
----- ----- t�--- -----
W ..-J,..------ --------------Ehaiml✓inkFence----_-------- N 89°16'US" W 339.7U' .-_ PP ..
e - P - - - - - --.._.._.._.._.._ - - - - - - - deb Wire Fence
- Drainage Ditch
z Calculated
SW Corner NEIA NE1/4
Sec, 35, T-2-N, R-13-W
Pulaski County, Arkansas
Powell Addition
Drainage, utility &
Sign Easement
$� o
U
`oo
M
11ME
GRAPHIC SCALE
'1 11=20'
0' 20' 40' GO'
I hereby certify this property does not lie in the
100 year flood plain.
Source: FEMA FIRM Maps
ColwnunityNo: 050181 0063 F
Effective date: October 19, 2001
Zoning - Planned Unit Development
Owner:
Brown Company Relnodelers, Inc.
Legal Description:
That part of the Southwest corner of the Northeast Quarter of the Northeast Quarter
of Section 35, Township 2 North, Range l3 West, Pulaski County, Arkansas, more
fully described as follows: commencing at the SW corner of said NE %4, of the NE'/4,
of Section 35; thence N 0° 14'01 " E for 796.96 feet to a %" rebar at the point of beginning;
thence N 00° 14'00" E for 352.19 feel to a pinch top pipe; thence S 89101,09" E for 160.61
feet (deeded 88°59'28" for 160.41 feet) to a''/i' rebar; thence S 00°29'09" W for 88,00
feet (deeded S 000 14'00" W) to a pinch top pipe; thence S 89°06' 12" E for 182.08 feet
(deeded 181.90 feet) to a point of the centerline of Watt Street; thence S 00°49'45" W
for 262.95 feet (deeded 00°47'55" for 262.89 feet); thence N 89°16'05" W leavinb>said
centerline for 339.70 feet to the point of beginning containing 2.39 acres more or less.
NOTES:
1) Exterior Feaeing shall be as specified in the Bill of
Assurance and in compliance with Little Rock Ordinance.
2) Heated and cooled square footage
Single Level 1400-1800 Sq. fl.
One and One -Half or Two Story 1500-2400 Sq ft.
(No level to be greater than 1800 Sq. ft.)
3) Maximum Ridge height is 35' from ground level.
4) A Subdivision Identification sign shall be located as
shown and sized per Little Rock Ordinance.
5) Interior Fencing shall be as specified in the Bill of
Assurance and in compliance with Little Rock Ordinance.
6) Tract "A" will be a Common Area, maintained by the POA
7) Accessory Structures are allowed by the Bill of Assurance
and in compliance with R-2, Single Family Zoning District.
8) Access will be permitted to Lots 8, 9 & 11 from Wally Street.
9) Street Parking will be allowed on one side,
Vicinity Map
Scale: 11' = 2000'
Jackson
1
Reservior
nun
11�`11
n n
or ma -_---
Lake
w
\ -C 3
B lmie Br
r posed Oak Glen
Subdivision-
-----o Glee eve
Legend
fl}
Computed Comer
Found Monument (Labeled)
F�-
p6 Rebar Set w/cep 4 212
`t>>
Power Pole
Fence
Property Boundry
Powerline
P.O.B.
Point of Beginning
Garner
Engineering, P.A.
9300 Professor Dr.
.Little Rock, AR 72227
(501) 225-8181