HomeMy WebLinkAboutZ-6973-D Map 160 0 90
_ 0 ft
NTS
Owner & Developer:
Colonel Glenn Sextet, LLC
P.O. Box 13267
Moumelle, AR 72113
(501) 791-0055
Charles C. Harper - contact
s
\�Q, 'A_e ed/ /
e Oen% Q
oQ
v
G
Y' ;.5
5bH�alk jttePl ! � /
to RijM1l of Y � r
/ / ,.
'OF
// � / �• -" •tel
/ CQN4.73' C
\ CC122 6P s' E Rgs <!
CC
/per �4 g6 23 W z eloper
Request a 5 -Year
\e /
� 6 The De slop rovem f --
^Th o v `� 1 Deferral n all street Street-
\ ReAred Y tr e Mas er
` Developed
6y oP P\ \ Until A
acent Lot ----_--
of 140 Sf N94eS \/•j.
(/SP
afa`P/,gyf , S0^p\
a^o4S285�9, �' ,�
�AaP\/
/ ' \ DAVIS `F�QST
The Dei
Constru
JOE'S GROCERY pIF 25'
'1"IMUNNMfNT I cam,' Uw.i'/ D'T-:
6Y OR N� E�oWEO I � • 1.J 1.. -
> IV _
N J _11.8�°
i
...\ /N
-
28"
03
e y .s CN
�Q �^ 115
AN
id
•to 11
M r 72'
0040 / N83• r / t
/ 46'
G0 62
`0// / 10
/ / :t Cemete
va
Existing Single Farh l
N36 43 39
-. 8.82• �� ,
Po
\ LOT
0
8906.74,
25' Building Setb
0,9
2 STORY
COMMERi
OFFICES
60,000)
C,
1
O
ANCfoWfD W/OU "ua /J
e
L "-'"t-2
and
vemens--__----
_�Existin Waterline
��Existina Fire hydrant
712-5' I 110' 125'' 725'
' 174' s s9 +<k eie«nc.� II �ang SetbaC Vii` s sa
to P M of Woy ` 1 �.-•' to Ri
01 -1,
11� 0 T 3 L 0 ►� 11
1
00
II
i O `�`� O
Q,.
1,
;� EXI TINS
t OC.' `\ ' _._.,._..�1•'�r W . _._ .. ,,..,
100' II �I/ l C_ 1 b ` y�lT OLr
CDs
CSFJ,r.3'02 „w
The Deveop
I er S II Dedicate and RAW)
_Construct all reet Improvements
According t the _TVI e Street -Fran -- /
/
I
I
JA FAIR HIGH SCHOOL
A�
183'
4
/
II II / j i ,( �'•
NF
LOT
e �Existin rivew.� r
147
LST 6
� J /
ecot
/
/
/
/
r�
/
/
/
/
Sewer
/
/1
/
/
/
/
/
/
/
Waterline
Fire hydrant
0
�g�TE 0It
Ait Al AS
COLONEL ,SGL EVELOPMEN? Q 1
RECISTEItEr III
- PROFESSIONAL
INGINKEIR
N0.5033 L4; ,"?
LEGAL
ION
Monu 'ed pA.0 \) PART OFSTHE TSWI 4 NW1/4 OF SECTION 21, T -1-N, R-13- LASKI
�\ COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SWI/4 NW1/4, SECTION 21;
\THENCE 01'00'W, 317.4 FT.; THENCE S63'06'E, 408.7 FT. TO A
RAILROAD SPIKE IN THE CENTERLINE OF LAWSON ROAD; THENCE N23'59'E
ALONG CENTERLINE OF LAWSON ROAD, 75.0 FT. TO A RAILROAD SPIKE;
THENCE N09'48'E ALONG CENTERLINE OF LAWSON ROAD, 168.6 FT.;
THENCE N87'OO'E, 25.00 FT. TO THE EAST RIGHT-OF-WAY LINE OF
LAWSON ROAD AND THE POINT OF BEGINNING; THENCE N87'41'28"E,
174.03 FT.; THENCE N14'54'26"W, 145.32 FT. TO THE SOUTH RIGHT-OF-
WAY LINE OF COLONEL GLENN ROAD, BEING 55.0 FT. FROM THE CENTERLINE
THEREOF; THENCE N71'24'28"E ALONG SAID SOUTH RIGHT-OF-WAY LINE,
570.49 FT.; THENCE 518'35'32"E CONTINUING ALONG SAID SOUTH RIGHT-
OF-WAY LINE, 10.00 FT.; THENCE N71'24'28"E CONTINUING ALONG SAID
SOUTH RIGHT-OF-WAY LINE, 71.25 FT.; THENCE S01'44'35"W, 515.33
FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF DAVID O'DODD ROAD;
THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE
\ FOLLOWING: (1) SOUTHWESTERLY ALONG THE ARC OF A 733.57 FT. RADIUS
\+ CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S51'44'02"W,
543.33 FT.; (2) S72'1737"W, 246.02 FT.; (3) SOUTHWESTERLY ALONG
THE ARC OF A 906.74 FT, RADIUS CURVE TO THE LEFT,A CHORD BEARING
4pf .�•��........ �•„• AND DISTANCE OF S63' 10'47"W, 228.09 FT. AND (4) SOUTHWESTERLY
ALONG THE ARC OF A 863.51 FT. RADIUS CURVE TO THE LEFT, A CHORD
- G FSTBR�& % BEARING AND DISTANCE OF S51'01'23"W, 142.96 FT. TO A POINT ON THE
SS'•••"""' d `; NORTH RIGHT-OF-WAY LINE OF CHURCH ROAD; THENCE S89'21'28"W ALONG
STATEOF'••,I SAID NORTH RIGHT-OF-WAY LINE, 42.59 FT.; THENCE N76*12'12"W
ARKANSAS
NO. 1281 %° = CONTINUING ALONG SAID NORTH LINE, 151.95 FT. TO A POINT ON THE EAST
RIGHT-OF-WAY LINE OF LAWSON ROAD; THENCE NORTHEASTERLY ALONG SAID
IF p :�� a EAST RIGHT-OF-WAY LINE BEING THE ARC OFA 737.FT. RADIUS CURVE
A may. ' W J TO THE LEFTT,,AA CHORD BEARING AND DISTANCE OF N4141'46'56"E, 127.65
'• 9GL>vtWt::' + FT.; THENCE N36'48'53"E CONTINUING ALONG SAID EAST RIGHT-OF-WAY
L LASS N139'1NE1'32 E? 60.00 ENCFT. E THENCE 1N36'43 39"E, 8.42HENCE F F.; THENCE
- ..................
N38'25'37"E, 84.67 FT.; THENCE N54'45'34"W, 156.34 FT. TO A
General Notes: POINT ON THE SAID EAST RIGHT-OF-WAY LINE OF DAVID O'DODD ROAD;
1. NPDES and grading permits are required prior THENCE N30'0830"E ALONG SAID EAST RIGHT-OF-WAY LINE 143.70 FT.;
to construction, site grading and drainage plan will THENCE S71'51'25"E, 113.50 FT.; THENCE 04'50'56"E, 60.79 FT.;
need to be submitted and approved. THENCE N83'46'32"W, 106.28 FT. TO A POINT ON THE SAID EAST RIGHT-
-2. Stormwater detention ordinance applies to this property. OF -WAY LINE OF LAWSON ROAD; THENCE N08'59'00"E ALONG SAID EAST
RIGHT-OF-WAY LINE, 144.51 FT. TO THE POINT OF BEGINNING, CONTAINING
3. Plans of all work in right-of-way shall be submitted for 12.8124 ACRES MORE OR LESS.
-_ approval by Public Works prior to start of work.
--4. Provide stripping and signage plans as per ordinance for the I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND
% - development, for Traffic Engineering approval. DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH
f
5. Prior to construction obtain barricade permit for work jone
ESTABLISHED PROPERTY UNES. THERE ARE NO APPARENT ENCROACHMENTS
�-
f / within right-of-way.
6. Average Lot Slope = Varies EXCEPT AS SHOWN.
7. Floodway/Floodplain - N/A
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
8. Any site lighting must be low level in intensity and dir€cted
away from residentially zoned properties. BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
9. Hours of Operation: 24 hours a day, 7 days a week F(` ffFT T.)
10. Maximum Bulding Height will not exceed 35'. AUG 0 1 1'DW
11. An irrigation system to water landscaped areas will be required.
I / n 12. Prior to a building permit being issued, it will be necessary to provide Paul M. White, PLS #1281 Ark r3Y• __v.
i landscape plans stamped with the seal of a Registered Landscape Architect.
( 13. Contractor shall obtain all permits required by AHTD prior to construction.
+ 14. . Source of Water Supply: Central Arkansas Water PLANNED COMMERCIAL DEVELOPMENT
2 15. Source of Wasterwater Disposal: LRWU LOT 8
\ \
SYNOPSIS: 16. Max driveway width 36 ft. N6 I
Revised
LAND AREA = 18.20 AC 13 WHITE -DA TERS & ASSOCIATES, iNc. THE VILLAGE AT 1 Date 8-1-07
I \ BUILDING AREA = 60,000 Sr CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Hor. Vert.
- PARKING = 286 SPACES 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 COLONEL GLENN Scale 1..601
RATIO = 4.77 / 1,000 SF Sheet of
1
Survey By: I Drawn By: Checked By: I Approved By:
--I LITTLE ROCK, ARKANSAS Job No.